HomeMy WebLinkAboutCont 1144 - Final PlansSHEET
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DATE: 2/16/2026
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13. CONSTRUCTION STAGING -- ACCESS TO PROPERTIES:
THE INTENT OF CONSTRUCTION STAGING IS TO MAINTAIN ACCESS TO ALL PROPERTIES WITHIN THE PROJECT AREA. OTHER STAGING PROPOSALS
SUBMITTED BY THE CONTRACTOR WILL BE CONSIDERED AS LONG AS ADEQUATE ACCESS IS MAINTAINED. THE CONTRACTOR SHALL MAKE EVERY EFFORT
TO MINIMIZE THE AMOUNT OF TIME THAT ACCESS TO AN INDIVIDUAL PROPERTY IS BLOCKED. WHERE REPAIR WORK WILL AFFECT DRIVEWAY ACCESS,
THE CONTRACTOR SHALL INFORM THE PROPERTY OWNERS OF THE IMPENDING WORK A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE OF THE
ANTICIPATED CONSTRUCTION COMMENCEMENT.
14. TRAFFIC SIGNS AND STREET SIGNS:
THE CONTRACTOR SHALL CONTACT THE CITY OF WATERLOO TRAFFIC OPERATIONS DEPARTMENT TO HAVE ANY TRAFFIC OR STREET SIGN THAT WILL BE
AFFECTED BY CONSTRUCTION REMOVED AND REPLACED WHEN THE WORK HAS BEEN COMPLETED.
15. TRAFFIC CONTROL DURING CONSTRUCTION:
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE AND WITHOUT FURTHER OR OTHER ORDER, PROVIDE, ERECT, AND MAINTAIN, AT ALL TIMES DURING THE
PROGRESS AND SUSPENSION OF THE WORK AND UNTIL COMPLETION AND FINAL ACCEPTANCE THEREOF, SUITABLE AND REQUISITE BARRICADES, SIGNS,
OR OTHER ADEQUATE PROTECTION, AS REQUIRED BY THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES - MUTCD", LATEST EDITION, AND SHALL
PROVIDE, KEEP, AND MAINTAIN SUCH BARRICADES, SIGNS, ETC., AS MAY BE REQUIRED OR AS MAY BE ORDERED BY THE ENGINEER, TO ENSURE THE
SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED ON THE WORK. ALL BARRICADING PLANS SHALL BE REVIEWED BY THE ENGINEER. ENCAPSULATED
LENS SHEETING IS NOT REQUIRED FOR THIS PROJECT. WHEN USED FOR TRAFFIC CONTROL OR PROTECTION OF THE WORK SITE. FENCING MUST BE
FIRMLY SUPPORTED IN AN UPRIGHT POSITION. THE ENGINEER MAY DIRECT THE USE OF ADDITIONAL SUPPORTS, OR OTHER SUPPLEMENTS TO ENSURE
PROPER PLACEMENT AND DURABILITY OF THE INSTALLATION. THESE SUPPLEMENTS SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL BID ITEM.
16. CARE IN CONSTRUCTION AREA:
SPECIAL CARE SHALL BE TAKEN TO PREVENT DAMAGE TO ANY EXISTING VEGETATION, LANDSCAPING MATERIALS, SIDEWALKS, AND DRIVEWAYS LOCATED
IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY SIDEWALK, CURB OR DRIVEWAYS NOT DESIGNATED FOR
REPAIR BY THE ENGINEER. THE CONTRACTOR SHALL RESTRICT HIS OPERATIONS TO THE DESIGNATED CONSTRUCTION AREA UNLESS PRIOR APPROVAL
IS OBTAINED FROM THE ENGINEER IN WRITING.
17. EXCESS DIRT:
EXCESS DIRT RESULTING FROM CONSTRUCTION OPERATIONS AND WHICH IS NOT TO BE INCORPORATED INTO THE PROJECT AT LOCATIONS INDICATED IN
THE PLANS OR SPECIFICATIONS SHALL BE HAULED TO APPROVED RUBBLE SITES OR OTHER LOCATIONS APPROVED BY THE CITY. RUBBLE, RUBBISH AND
OTHER UNSUITABLE BACKFILL MATERIALS, AS DESIGNATED BY THE CITY ENGINEER, SHALL BE HAULED TO THE COUNTY LANDFILL OR OTHER APPROVED
RUBBLE SITE. ALL LANDFILL CHARGES ARE TO BE CONSIDERED INCIDENTAL TO THE CONTRACT AND ARE THE RESPONSIBILITY OF THE CONTRACTOR.
18. OVERHAUL:
OVERHAUL WILL NOT BE PAID FOR "SURPLUS MATERIAL" OBTAINED FROM ANY OF THE ITEMS OF CONSTRUCTION UNDER THIS CONTRACT. THE COST OF
OVERHAUL WILL BE CONSIDERED AS INCIDENTAL TO THE ITEMS TO WHICH IT APPLIES.
19. CONTRACT REQUIREMENTS:
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE CONTRACT REQUIREMENTS FOR AFFIRMATIVE ACTION PROGRAM AND WORKER RESIDENCY
CONTAINED IN THE CONTRACT DOCUMENTS.
20. QUANTITY ADJUSTMENT EXEMPTION:
CERTAIN BID ITEMS HAVE BEEN EXEMPTED FROM THE 20 PERCENT VARIANCE PROVISION. REFER TO SPECIAL PROVISIONS FOR ADDITIONAL
INFORMATION.
21. MANHOLE/BOXOUT ADJUSTMENTS:
MANHOLE AND INLET BOXOUT AND ADJUSTMENT IS INCIDENTAL TO PAVING, UNLESS OTHERWISE NOTED.
22. WEEKEND/HOLIDAY WORK:
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING FORTY-EIGHT (48) HOURS IN ADVANCE IF WORK ON SATURDAY IS PLANNED. WORK ON
SUNDAY REQUIRES PRIOR APPROVAL OF THE ENGINEER IN ACCORDANCE WITH THE WATERLOO STANDARD SPECIFICATIONS. NO WORK WILL BE
ALLOWED ON LEGAL HOLIDAYS OR THE SATURDAY AND SUNDAY PRECEDING A MONDAY HOLIDAY OR THE SATURDAY AND SUNDAY FOLLOWING A FRIDAY
HOLIDAY.
23. PROGRESSIVE WORK AND LIQUIDATED DAMAGES:
AFTER CONSTRUCTION IS STARTED ON ANY PHASE, MEANINGFUL PROGRESSIVE WORK SHALL CONTINUE EACH WORKING DAY THAT IS NOT AFFECTED BY
ADVERSE WEATHER CONDITIONS OR CONCRETE CURING REQUIREMENTS. LIQUIDATED DAMAGES IN THE AMOUNT OF $1,000.00 PER DAY SHALL BE
ASSESSED FOR NON-COMPLIANCE WITH THIS REQUIREMENT.
24. LIQUIDATED DAMAGES:
TIME IS AN ESSENTIAL ELEMENT OF THIS CONTRACT. IT IS IMPORTANT THAT THE WORK BE DILIGENTLY PURSUED TO COMPLETION WITHIN THE ALLOTTED
TIME PERIOD. IF THE WORK IS NOT COMPLETED WITHIN THE SPECIFIED CONTACT PERIOD (PLUS AUTHORIZED EXTENSIONS), THE CONTRACTOR SHALL
PAY TO THE CITY LIQUIDATED DAMAGES IN THE AMOUNT OF ONE-THOUSAND DOLLARS ($1,000.00) PER DAY FOR EACH DAY IN EXCESS OF THE
AUTHORIZED TIME, AS FURTHER DESCRIBED IN THE NOTICE TO BIDDERS.
25.INCENTIVES:
INCENTIVES WILL BE PAID TO THE CONTRACTOR FOR SUBSTANTIAL COMPLETION OF THIS CONTRACT PER THE FOLLOWING SCHEDULE:
SUBSTANTIAL COMPLETION OF CONTRACT ON OR BEFORE SEPTEMBER 2, 2026 - INCENTIVE OF $40,000 SEPTEMBER 16, 2026 - INCENTIVE OF $20,000
SEPTEMBER 9, 2026 - INCENTIVE OF $30,000 SEPTEMBER 23, 2026 - INCENTIVE OF $10,000
SUBSTANTIAL COMPLETION DEFINED AS ALL WORK COMPLETED EXCEPT ACCEPTANCE OF THE SEEDING.
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT IOWA SUDAS STANDARD SPECIFICATIONS EXCEPT WHERE NOTED IN
THE WATERLOO SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS AND OR ESTIMATE REFERENCE NOTES.
2. THE LOCATION OF ALL EXISTING UTILITIES AND SEWERS INDICATED ON THESE PLANS ARE TAKEN FROM EXISTING RECORDS AND ARE NOT GUARANTEED BY
THE OWNER OR THE ENGINEER. THE CONTRACTOR SHALL CONFIRM THE EXACT LOCATIONS AND ELEVATIONS OF THESE AND OTHER FACILITIES THAT MAY
EXIST BUT ARE NOT SHOWN ON THE PLANS PRIOR TO SUBMITTING BIDS. THE CONTRACTOR SHALL EXPOSE THOSE UTILITIES AND SEWERS AS DIRECTED IN THE
FIELD BY THE ENGINEER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS SO THE EXACT LOCATIONS AND ELEVATIONS MAY BE DETERMINED. NO
DIRECT PAYMENT SHALL BE MADE FOR THIS WORK AND IT SHALL BE CONSIDERED INCIDENTAL TO OTHER APPLICABLE WORK, EXCEPT AS NOTED.
3. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITIES AND/OR CITY DEPARTMENTS PRIOR TO COMMENCING WORK ON THE PROJECT AND TO
THEREAFTER COORDINATE NECESSARY ADJUSTMENT AND/OR RELOCATIONS SO AS TO ELIMINATE DELAYS AND SERVICE INTERRUPTIONS. THE CONTRACTOR
SHALL NOT BE COMPENSATED FOR DELAYS AND/OR EXTRA COSTS DUE TO CONFLICTS WITH ANY UNDERGROUND UTILITY OR SEWER FACILITY UNLESS
OTHERWISE NOTED. IF THE CONTRACTOR BELIEVES THAT ADDITIONAL COSTS HAVE BEEN INCURRED DUE TO A UTILITY BEING IMPROPERLY LOCATED, THE
RESOLUTION OF THE ADDITIONAL COSTS INCURRED SHALL BE MADE BETWEEN THE CONTRACTOR AND THE RESPECTIVE UTILITY COMPANY.
4. CONTRACTORS WISHING TO MAKE SUBSURFACE EXPLORATIONS PRIOR TO SUBMITTING BIDS ON THE PROJECT SHALL CONTACT ENGINEERING TO MAKE THE
NECESSARY ARRANGEMENTS PRIOR TO CONDUCTING SAID INVESTIGATIONS.
5. STAKING IS EXPECTED TO BE REQUIRED FOR THIS CONTRACT.
7. CONSTRUCTION SCHEDULING: THE CONTRACTOR SHALL PREPARE A DETAILED SCHEDULE OF WORK WHICH SHALL BE SUBMITTED ONE DAY BEFORE THE
PRE-CONSTRUCTION CONFERENCE. THE SCHEDULE SHALL SHOW ANTICIPATED EQUIPMENT AND MATERIAL DELIVERIES, STAGING AND COMPLETION OF MAJOR
TASKS IN THE PROJECT. THE ENGINEER SHALL APPROVE CONTRACTOR'S WORK SCHEDULE PRIOR TO STARTING. ALL REVISIONS SHALL ALSO BE APPROVED THE
ENGINEER. THE ENGINEER MAY CHANGE THE SCHEDULE TO FACILITATE CHANGING CONDITIONS OR TO ACCOMMODATE EVENTS. THE CONTRACTOR SHALL
COMMENCE WORK WITHIN TEN (10) DAYS AFTER RECEIPT OF "NOTICE TO PROCEED" AND DILIGENTLY EXECUTE THE WORK OF THE CONTRACT TOWARD
COMPLETION. SHOULD WINTER WEATHER CONDITIONS OCCUR PRIOR TO THE COMPLETION OF THE CONTRACT WORK, A TEMPORARY STOP WORK ORDER WITH A
DATE AGREED UPON BY BOTH THE CONTRACTOR AND THE CITY OF WATERLOO WILL BE ISSUED. DAYS DURING WHICH THE TEMPORARY STOP WORK ORDER IS IN
EFFECT SHALL NOT BE COUNTED AS CONTRACT WORKING DAYS. CONSTRUCTION SHALL NOT BE INITIATED WITHOUT ASSURING THE COMPLETION OF WORK IN
THAT AREA WITHIN THE SAME CONSTRUCTION SEASON.
8. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND TREES OUTSIDE THE CONSTRUCTION LIMITS. ALL STORAGE, PARKING AND SERVICE
AREA(S) WILL BE SUBJECT TO APPROVAL BY THE ENGINEER.
9. THIS DESIGN ASSUMES TEMPORARY STOCKPILING OF MATERIALS CAN BE ACCOMPLISHED WITHIN THE CONSTRUCTION AREA PROVIDED FOR THIS
IMPROVEMENT. THE CONTRACTOR MAY ELECT TO PROCURE STOCKPILE LOCATIONS OUTSIDE THE CONSTRUCTION AREA AT HIS OWN EXPENSE, TO FACILITATE
HIS CONSTRUCTION STAGING SEQUENCE.
10. ALL WASTE AREAS OR DISPOSAL SITES PROVIDED BY CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO DISPOSAL OF ANY EXCESS MATERIAL.
NO PAYMENT FOR OVERHAUL WILL BE MADE FOR THE AFOREMENTIONED ITEMS.
11. THE PRIME CONTRACTOR SHALL APPLY, OR ENSURE ALL NECESSARY MOISTURE HAS BEEN APPLIED TO THE CONSTRUCTION AREA AND HAUL ROADS TO
PREVENT THE SPREAD OF DUST. THE PRIME CONTRACTOR SHALL ENSURE THAT ANY MATERIAL TRACKED OR DEPOSITED ONTO CITY STREETS SHALL BE
REMOVED AT THE END OF THE WORKING, OR SOONER, IF NECESSARY, OR AS DIRECTED BY THE ENGINEER. NO PAYMENT SHALL BE MADE FOR THIS WORK, AND
IT SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE ITEMS.
12. REMOVED MATERIALS:
ALL MATERIALS REMOVED AS PART OF THIS CONTRACT SHALL REMAIN THE PROPERTY OF THE CITY UNLESS THE CITY DETERMINES THAT THE MATERIALS ARE
NOT SALVAGEABLE AND THE CITY DOES NOT WANT TO RETAIN OWNERSHIP OF THE MATERIALS. MATERIALS DESIGNATED IN THE FIELD BY THE ENGINEER AS
NON-SALVAGEABLE SHALL BE HAULED AND DISPOSED OF BY THE CONTRACTOR AT NO COST TO THE CITY. ALL OTHER MATERIALS SHALL BE TRANSPORTED TO
LOCATIONS AS DIRECTED BY THE ENGINEER. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR HAULING OR DISPOSING OF REMOVED MATERIALS,
AND IT SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE ITEMS.
6. UTILITY COMPANIES/CITY DEPARTMENTS MAY BE CONTACTED AT THE FOLLOWING PHONE NUMBERS DURING THE CONSTRUCTION OF THIS PROJECT:
ONE-CALL--FIELD LOCATES 1-800-292-8989 OR 811
A. MIDAMERICAN ENERGY
GAS 291-4728 H. METRONET 563-380-0749
ELECTRIC 291-4669 I. WATERLOO FIBER 319-291-0175
B. CENTURY LINK COMMUNICATIONS 291-9899
C. MEDIACOM 232-8800
D. WATERLOO WATER WORKS 232-6280
E. CITY ENGINEER'S OFFICE 291-4312
F. CITY WASTE MGMT. DEPT. 291-4553
G. CITY TRAFFIC OPERATIONS 291-4440
EXISTING MANHOLE
PROPOSED MANHOLE
EXISTING INLET
PROPOSED INLET
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED SEWER
PROPOSED CURB AND GUTTER
PROPOSED PAVING
EXISTING CURB AND GUTTER
EXISTING PAVING
EXISTING SIDEWALK
4" PCC SIDEWALK
EXISTING DRAIN TILE
PROPOSED DRAIN TILE
W
G
T
PLAN LEGEND
5" PCC SIDEWALK/DRIVEWAY REMOVAL & REPLACE
6" PCC SIDEWALK
SIDEWALK OR DRIVEWAY REMOVAL ONLY
DETECTABLE WARNING PANELS
HMA DRIVEWAY REMOVAL & REPLACE
ROCK DRIVEWAY REMOVAL & REPLACE
SIDEWALK REMOVAL
MILL WEDGE
WATER LINE
GAS LINE
TELEPHONE LINE
ELECTRIC LINE
FIBER LINE
HYDRANT
TREE
E
F
GUY WIRE
UTILITY POLE
GAS VALVE
WATER VALVE
ST
S
6" PCC SIDEWALK/DRIVEWAY REMOVAL & REPLACE
CURB AND GUTTER REMOVE & REPLACE
MISCELLANEOUS PATCH
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2.0'11.0'12.0'2.0'
BL
8.0'6.0'
12.0'13.0'12.0'
BL
4.0'6.0'14.0'
1.5'
1.5'
14.0'
13.0'12.0'
BL
4.0'WIDTH
VARIES14.0'
1.5'
2.0'
TYPICAL ROADWAY
W/ RIGHT TURN LANE AND LEFT TURN LANE W/ MEDIAN
STA. 100+00 TO STA. 101+88
WIDTH
VARIES
WIDTH
VARIES2.5'
BL
4.0'
1.5'
TYPICAL ROADWAY
W/ RIGHT TURN LANE W/ MEDIAN
STA. 102+88 TO STA. 104+94
TYPICAL ROADWAY
W/ MEDIAN
STA. 105+94 TO STA. 117+11, STA. 118+27 TO STA. 126+14,
STA. 128+83 TO STA. 143+26, STA. 145+06 TO STA. 155+98
TYPICAL ROADWAY
W/ BARRIER RAIL
STA. 158+04 TO STA. 158+34
* SEE ALSO INTERSECTION DETAILS
FOR TRANSITION AREAS
2.6'
SLOPE VARIES-2% TYP.
SLOPE VARIES SLOPE VARIES
-2% TYP.-2% TYP.-2% TYP.
-2% TYP.-2% TYP.
SLOPE VARIES SLOPE VARIES
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MISC. HMA PATCH TO
MATCH EXISTING HEIGHT
6" SUBDRAIN TILE,
ENGINEERING FABRIC WRAPPED
6" SUBDRAIN TILE,
ENGINEERING FABRIC WRAPPED
6" SUBDRAIN TILE,
ENGINEERING FABRIC WRAPPED
6" SUBDRAIN TILE,
ENGINEERING FABRIC WRAPPED
SUBGRADE PREPERATION
MODIFIED SUBBASE
'L-2' or 'BT-3' or 'KT-2' JOINT
'L-2' or 'BT-3' or 'KT-2' JOINT 'L-2' JOINT
SUBGRADE PREPERATION
MODIFIED SUBBASE
6" SLOPED CURB
GRANULAR SHOULDER
9" PCC w/ 'CD' BASKETS
MODIFIED SUBBASE
6" SLOPED CURB
6" SLOPED CURB
6" STANDARD CURB
'L-2' JOINT
'L-2' JOINT
12" 'E' JOINT'L-2' or 'BT-3' or 'KT-2' JOINT
MODIFIED SUBBASESUBGRADE PREPERATION
GRANULAR SHOULDER
GRANULAR SHOULDER
2.0'11.0'12.0'2.0'
BL WIDTH
VARIES
WIDTH
VARIES
1.5'
WIDTH
VARIES
WIDTH
VARIES 2.5'
BL
4.0'
1.5'
TYPICAL ROADWAY
W/ MEDIAN
STA. 101+88 TO STA. 108+38, 153+18 TO STA. 155+55
TYPICAL ROADWAY
W/ BARRIER RAIL
STA. 157+70 TO STA. 158+34
2.6'
SLOPE VARIES
SLOPE VARIESSLOPE VARIES
* SEE ALSO INTERSECTION DETAILS
FOR TRANSITION AREAS
2.0'11.0'12.0'2.0'
BL
8.0'6.0'
1.5'
TYPICAL ROADWAY
W/ MEDIAN
STA. 100.00 TO STA. 101+88, STA. 108+38 TO STA. 116+76,
STA. 118+71 TO STA. 126+14, STA. 128+83 TO STA. 143+26,
STA. 145+17 TO STA. 153+18
-2% TYP.-2% TYP.
SLOPE VARIES
WIDTH
VARIES 5.0'
SHEET
6
DATE: 2/16/2026
L:
\
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1
1
4
4
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4
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Y
.
2
0
2
6
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A
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#
11
4
4
MISC. HMA PATCH TO
MATCH EXISTING HEIGHT
6" SUBDRAIN TILE,
ENGINEERING FABRIC WRAPPED
SUBGRADE PREPERATION
MODIFIED SUBBASE
6" STANDARD CURB
'L-2' JOINT'L-2' or 'BT-3' or 'KT-2' JOINT
'L-2' JOINT
'L-2' JOINT
4" SIDEWALK
6" SLOPED CURB
6" SLOPED CURB
MODIFIED SUBBASESUBGRADE PREPERATION
SUBGRADE PREPERATION MODIFIED SUBBASE
6" SUBDRAIN TILE,
ENGINEERING FABRIC WRAPPED
6" SUBDRAIN TILE,
ENGINEERING FABRIC WRAPPED
GRANULAR SHOULDER
GRANULAR SHOULDER
12" 'E' JOINT
SHEET
7
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
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6
4
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71
5
M
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B
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S
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E
E
T
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R
L
O
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,
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A
5
0
7
0
3
(3
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)
2
9
1
-
4
3
1
2
P
H
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N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
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A
D
W
A
Y
S
T
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T
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C
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CO
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A
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#
11
4
4
4' x 4' AREA
WATERLOO LID ONLY
TYPE EJ 1040A
SW-512
OUTLET FOR SUBDRAIN TILE
(BROADWAY ST.)
* 36" AUGER
INSTALLMENT METHOD
* TYPICAL EXCAVATION
INSTALLMENT METHOD
D.T. CONNECTIONS
(ELEVATION VARIES)D.T. CONNECTIONS
(ELEVATION VARIES)
BACKFILL WITH
NATIVE MATERIAL
* EITHER METHOD IS ACCEPTABLE.
24" RCP
6" SUBDRAIN TILE
1" CLEAN ROCK
1" CLEAN ROCK
3.0'
12" min.
4.0'
12" min.
4.0'
6" SUBDRAIN TILE
4.0'
2.0'
4.0'
SHEET
8
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
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2
0
2
6
B
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N
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A
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#
11
4
4
SCALE: 1" = 500' HOR
DONALD ST
VIRGINIA ST
NORTHEY ST
WALKER ST
W. PARKER ST
LO
N
G
F
E
L
L
O
W
A
V
E
BU
R
T
O
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A
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E
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A
N
D
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W
A
V
E
W. PARKER ST
GR
A
N
D
V
I
E
W
A
V
E
STAGE 1
STAGE 2
SHEET
9
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
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,
I
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A
5
0
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3
(3
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1
-
4
3
1
2
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(3
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.
2
0
2
6
B
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A
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#
11
4
4
SCALE: 1" = 1000' HOR
DONALD ST
W. PARKER ST
LO
G
A
N
A
V
E
BU
R
T
O
N
A
V
E
GR
A
N
D
V
I
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W
A
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W. PARKER ST
STAGE 1
B
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S
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>>>>>>>>>
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7
8
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97
SHEET
10
DATE: 2/16/2026
L:
\
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1
1
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#
11
4
4
SCALE: 1" = 1000' HOR
DONALD ST
W. PARKER ST
LO
N
G
F
E
L
L
O
W
A
V
E
BU
R
T
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A
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GR
A
N
D
V
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STAGE 2
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SHEET
11
DATE: 2/16/2026
L:
\
C
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T
1
1
4
4
-
F
Y
2
0
2
6
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5
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WA
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E
R
L
O
O
,
I
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A
5
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3
(3
1
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1
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4
3
1
2
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(3
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2
6
2
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F.
Y
.
2
0
2
6
B
R
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A
D
W
A
Y
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T
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C
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S
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I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 150' HOR
DONALD ST
STAGE 1
B
R
O
A
D
W
A
Y
S
T
OUTSIDE LANE CLOSURE
MIDDLE LANE CLOSURE
PUSHING TRAFFIC TO LEFT TURN LANE
SAFETY CLOSURE
COORDINATE SIGNAL MODIFICATIONS TO
BE DONE BY WATERLOO TRAFFIC
DEPARTMENT
DONALD ST
LO
N
G
F
E
L
L
O
W
A
V
E
LEFT ONLY SIGN REQUIRED
ADD RED FLAGS TO
EXISTING YIELD SIGNS
SHEET
12
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
R
E
C
O
N
S
T
R
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C
T
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a
d
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a
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g
a
n
d
T
C
.
d
w
g
2/1
6
/
2
0
2
6
4
:
1
3
P
M
BR
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A
D
W
A
Y
S
T
ST
A
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1
-
T
R
A
F
F
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C
C
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T
R
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L
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T
O
N
A
V
E
CI
T
Y
O
F
W
A
T
E
R
L
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O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
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P
A
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T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
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E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
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N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
RE
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 250' HOR
DONALD ST
STAGE 1
B
R
O
A
D
W
A
Y
S
T
SAFETY CLOSURE
SAFETY CLOSURE
SAFETY CLOSURE
VIRGINIA ST
JOSEPHINE ST
BU
R
T
O
N
A
V
E
BU
R
T
O
N
A
V
E
NOTES:
ROAD CLOSURE SIGNS INCIDENTAL.
MINIMUM ONE INTERSECTION FROM
CLOSURE.
LO
N
G
F
E
L
L
O
W
A
V
E
COORDINATE SIGNAL MODIFICATIONS TO
BE DONE BY WATERLOO TRAFFIC
DEPARTMENT
SHEET
13
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
R
E
C
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N
S
T
R
U
C
T
I
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\
B
r
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a
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T
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71
5
M
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B
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T
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T
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R
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O
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6
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I
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P
R
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E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 80' HOR
STAGE 1
B
R
O
A
D
W
A
Y
S
T
SAFETY CLOSURE
SAFETY CLOSURE
SAFETY CLOSURE
BREES ST
KO
T
H
E
A
V
E
GR
A
N
D
V
I
E
W
A
V
E
NOTES:
ROAD CLOSURE SIGNS INCIDENTAL.
MINIMUM ONE INTERSECTION FROM
CLOSURE.
CLARK ST
SLW2
20 LF
0.8 STA
DLW6
65 LF
0.22 STA
TEMPORARY
TRAFFIC
SIGNAL
TEMPORARY
TRAFFIC
SIGNAL
STOP HERE ON RED SIGN REQUIRED
SLW2
12 LF
0.48 STA
STOP HERE ON RED SIGN REQUIRED
SLW2
14 LF
0.64 STA
SAFETY CLOSURE
SHEET
14
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
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S
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71
5
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B
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T
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5
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4
3
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4
2
6
2
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A
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F.
Y
.
2
0
2
6
B
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A
D
W
A
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T
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T
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C
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S
T
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T
I
O
N
P
R
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J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 80' HOR
B
R
O
A
D
W
A
Y
S
T
SAFETY CLOSURE
NEWTON ST
FA
I
R
V
I
E
W
A
V
E
NOTES:
ROAD CLOSURE SIGNS INCIDENTAL.
MINIMUM ONE INTERSECTION FROM
CLOSURE.
W. PARKER ST
OUTSIDE LANE CLOSURE
NO RIGHT TURN SIGN
COORDINATE SIGNAL MODIFICATIONS TO
BE DONE BY WATERLOO TRAFFIC
DEPARTMENT
INSIDE LANE CLOSURE
SHEET
15
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
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S
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E
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6
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M
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71
5
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L
B
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T
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,
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A
5
0
7
0
3
(3
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9
)
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9
1
-
4
3
1
2
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E
(3
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9
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2
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-
4
2
6
2
F
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Y
.
2
0
2
6
B
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A
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W
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C
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T
I
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N
P
R
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J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 250' HOR
DONALD ST
B
R
O
A
D
W
A
Y
S
T
SAFETY CLOSURE
CLOSING EASTBOUND
BROADWAY ST
VIRGINIA ST
JOSEPHINE ST
BU
R
T
O
N
A
V
E
BU
R
T
O
N
A
V
E
NOTES:
ROAD CLOSURE SIGNS INCIDENTAL.
MINIMUM ONE INTERSECTION FROM
CLOSURE.
LO
N
G
F
E
L
L
O
W
A
V
E
COORDINATE SIGNAL MODIFICATIONS TO
BE DONE BY WATERLOO TRAFFIC
DEPARTMENT
NO LEFT TURN SIGN
NO RIGHT TURN SIGN
SHEET
16
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
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T
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2
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2
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I
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P
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C
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CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 80' HOR
STAGE 1
B
R
O
A
D
W
A
Y
S
T
SAFETY CLOSURE
SAFETY CLOSURE
BREES ST
KO
T
H
E
A
V
E
GR
A
N
D
V
I
E
W
A
V
E
NOTES:
ROAD CLOSURE SIGNS INCIDENTAL.
MINIMUM ONE INTERSECTION FROM
CLOSURE.
CLARK ST
SLW2
TAPE MARKING
33 LF
1.32 STA
TEMPORARY
TRAFFIC
SIGNAL
TEMPORARY
TRAFFIC
SIGNAL
STOP HERE ON RED SIGN REQUIRED
SLW2
INSTALLED IN STAGE 1
STOP HERE ON RED SIGN REQUIRED
SLW2
INSTALLED IN STAGE 1
SAFETY CLOSURE
SAFETY CLOSURE
SAFETY CLOSURE
RIGHT TURN ONLY SIGN
REQUIRED
STAGE 2
57 SY OF 6" HMA/PCC
TEMPORARY PAVING
SHEET
17
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
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2
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2
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I
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P
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J
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C
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CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 80' HOR
B
R
O
A
D
W
A
Y
S
T
SAFETY CLOSURE
NEWTON ST
FA
I
R
V
I
E
W
A
V
E
NOTES:
ROAD CLOSURE SIGNS INCIDENTAL.
MINIMUM ONE INTERSECTION FROM
CLOSURE.
W. PARKER ST
SAFETY CLOSURE
SAFETY CLOSURE
SAFETY CLOSURE
KERN ST
DA
V
I
D
S
T
10
0
+
0
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10
1
+
0
0
10
2
+
0
0
10
3
+
0
0
10
4
+
0
0
10
5
+
0
0
DT DT DT DT DT DT DT DT DT DT
F
F
F
F
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W
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W
W
W
W
EX SA-01
SAN SAN
S
A
N
S
A
N
DT DT DT DT DT DT DT DT DT
STA:101+88.32
OFF:14.00'RT
STA:102+88.33
OFF:2.00'RT
SAN
SAN SAN SAN SAN SAN SAN
STA:104+94.86
OFF:37.00'LT
SO-01
SO-10
SO-11
854
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DT DT DT DT DT DT DT DT DTFL ELEV:855.20
SHEET
18
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
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A
D
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71
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2
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4
3
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2
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(3
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2
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4
2
6
2
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.
2
0
2
6
B
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W
A
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C
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S
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T
I
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N
P
R
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J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
51' B-E
39' B-E
GRASS MEDIAN
(WIDTH VARIES)
6'
GRASS
MEDIAN
4' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
W.B. PROFILE
EXISTING GRADE
-2% FROM
W.
D
O
N
A
L
D
S
T
SAW CUT AND REMOVE EXIST.
PAVEMENT TO CONSTRUCT
NEW MEDIAN
2% FROM
LT EDGE LN
SUBDRAIN TILE FL
NOTE:
SEE PROPOSED TRAFFIC DESIGN
SHEETS FOR NEW TRAFFIC
INFRASTRUCTURE LAYOUT.
3' WIDE SEEDING AND
GRADING LIMIT (TYP.)
B.O.P.
SEE INTERSECTION
DETAILS
2.6' MIN. DEPTH
FROM ROAD
EDGE
854
856
858
860
862
864
866
854
856
858
860
862
864
866
LT
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0.18%-0.14%
PV
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=
1
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0
0
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=
8
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8
.
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3
PVI STA: 101+50.00
PVI ELEV: 858.90
K: 462.84
LVC: 150.00
BV
C
S
:
1
0
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0
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BV
C
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:
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6
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:
8
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.
7
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HIGH PT. STA: 101+58.88
HIGH PT ELEV: 858.84
DT DT DT DT DT DT DTFL ELEV:855.70
10
0
+
0
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10
1
+
0
0
10
2
+
0
0
10
3
+
0
0
10
4
+
0
0
10
5
+
0
0
HPC: 101+86.50
HPT: 101+90.19
DT DT DT DT DT DT DT DT DT DT
F
F
F
F
F
W
W
W
W
W
W
EX SA-01
SAN SAN
S
A
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DT DT DT DT DT DT DT DT DT
SAN
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SO-01
SO-10
SO-11
??????
L=3.692
Δ=1.0576
R=200.000
SHEET
19
DATE: 2/16/2026
L:\
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SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
GRASS MEDIAN
(WIDTH VARIES)6'
GRASS
MEDIAN
8' GRANULAR
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W.B. BROADWAY ST
E.B. BROADWAY ST
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EXISTING GRADE
W.
D
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A
L
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-2% FROM
SAW CUT AND REMOVE EXIST.
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2% FROM
RT EDGE LN
SUBDRAIN TILE FL
NOTE:
SEE PROPOSED TRAFFIC DESIGN
SHEETS FOR NEW TRAFFIC
INFRASTRUCTURE LAYOUT.
10' WIDE SEEDING AND
GRADING LIMIT (TYP.)
B.O.P.
SEE INTERSECTION
DETAILS
2.6' MIN. DEPTH
FROM ROAD
EDGE
852
854
856
858
860
862
864
852
854
856
858
860
862
864
LT
R
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DT
DT DT DT DT DT DT DT DT
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DT DT DT DT DT DT DT DT DT DT
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DT
DT
DT DT DT DT DT DT DT DT DT
SAN SAN SAN
EX SA-03
SAN SAN SAN SAN SAN SAN SAN SAN
SO-02STA:105+94.86
OFF:25.00'LT
SHEET
20
DATE: 2/16/2026
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SCALE: 1" = 40' HOR
1" = 5' VERT
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1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
GRASS MEDIAN
(WIDTH VARIES)
6'
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MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
W.B. PROFILE
EXISTING GRADE
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2% FROM
LT EDGE LN
SUBDRAIN TILE FL
11' WIDE SEEDING AND
GRADING LIMIT (TYP.)
852
854
856
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860
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864
852
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HPC: 108+36.61
HPT: 108+40.30
DT DT DT DT DT DT DT DT DT DT
EX SA-02
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SAN
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SO-02
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L=3.692
Δ=1.0576
R=200.000
SHEET
21
DATE: 2/16/2026
L:\
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SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
GRASS MEDIAN
(WIDTH VARIES)
6'
GRASS
MEDIAN
8' GRANULAR
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W.B. BROADWAY ST
E.B. BROADWAY ST
E.B. PROFILE
EXISTING GRADE
-2% FROM
2% FROM
RT EDGE LN
SUBDRAIN TILE FL
13' WIDE SEEDING AND
GRADING LIMIT
10' WIDE SEEDING AND
GRADING LIMIT
852
854
856
858
860
862
864
852
854
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22
DATE: 2/16/2026
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23
DATE: 2/16/2026
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DATE: 2/16/2026
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STA:118+15.67
OFF:31.77'RT
STA:118+71.87
OFF:25.00'RT
DT DT DT
DT
DTDTDT
856.97
856.84
856.97 856.79
856.66
SHEET
25
DATE: 2/16/2026
L:\
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SCALE: 1" = 40' HOR
1" = 5' VERT
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
E.B. PROFILE
EXISTING GRADE
BU
R
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NOTE:
SEE PROPOSED TRAFFIC DESIGN
SHEETS FOR NEW TRAFFIC
INFRASTRUCTURE LAYOUT.
-2% FROM
2% FROM
RT EDGE LN
SUBDRAIN TILE FL
SEE INT.
DETAILS
SEE INT.
DETAILS
12' WIDE SEEDING AND
GRADING LIMIT (TYP.)
RE-GRADE AREA TO
DRAIN TO I-01
TRAIL REMOVAL
(TYP.)
DRIVEWAY REMOVAL
(TYP.)
9" PCC
= 27.3 SY
6" SUBDRAIN TILE
1.5' BEHIND BACK OF CURB
(TYP.)
SEE INTERSECTION
DETAILS
2.6' MIN. DEPTH
FROM ROAD
EDGE
852
854
856
858
860
862
864
852
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856
858
860
862
864
LT
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85
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8
6
0.23%-0.16%
0.33%
PVI STA: 123+00.00
PVI ELEV: 856.20
K: 387.16
LVC: 150.00
BV
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:
1
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2
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:
8
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.
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:
8
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3
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LOW PT. STA: 122+85.22
LOW PT ELEV: 856.27
PV
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DT DT DT DT DT DT DT DT
FL ELEV:854.10
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0
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4
+
0
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0
0
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6
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0
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DT DT DT DT DT DT DT DT
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DT DT DT DT DT DT DT DT DT
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN EX SA-06
SO-04
SO-13
SHEET
26
DATE: 2/16/2026
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#
11
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SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
W.B. PROFILE
EXISTING GRADE
-2% FROM
2% FROM
LT EDGE LN
SUBDRAIN TILE FL
CAP END
MILL TO ALLOW
MINIMUM 2" HMA
SURFACE
REM. AND REPL. 24-IN C&G, 9" = 30 LF
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PAVEMENT WIDTH
11' WIDE SEEDING AND
GRADING LIMIT (TYP.)
FUTURE PROFILE
PAVE MEDIAN TO DRAIN TO
E.B. TRAVEL LANE
SEE INTERSECTION
DETAILS
2.6' MIN. DEPTH
FROM ROAD
EDGE
852
854
856
858
860
862
864
866
852
854
856
858
860
862
864
866
LT
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-0.16%0.25%
HIGH PT STA: 126+85.10
HIGH PT ELEV: 856.91
PVI STA:126+45.00
PVI ELEV:856.95
K:467.16
LVC:150.00
BV
C
S
:
1
2
5
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7
0
.
0
0
BV
C
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:
8
5
6
.
7
7
LOW PT STA: 122+83.05
LOW PT ELEV: 856.17
PVI STA:123+00.00
PVI ELEV:856.10
K:373.20
LVC:150.00
BV
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:
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DT DT DT DT DT DT DT DT
FL ELEV:853.75
12
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DT DT DT DT DT DT DT DT
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DT DT DT DT DT DT DT DT DT
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN EX SA-06
SO-04
SO-13
SHEET
27
DATE: 2/16/2026
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SCALE: 1" = 40' HOR
1" = 5' VERT
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1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
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W.B. BROADWAY ST
E.B. BROADWAY ST
E.B. PROFILE
EXISTING GRADE
REM. AND REPL. 24-IN C&G, 9" = 30 LF
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PAVEMENT WIDTH
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12' WIDE SEEDING AND
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FUTURE PROFILE
PAVE MEDIAN TO DRAIN TO
E.B. TRAVEL LANE
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MILL TO ALLOW
MINIMUM 2" HMA
SURFACE
SEE INTERSECTION
DETAILS
2.6' MIN. DEPTH
FROM ROAD
EDGE
12
8
+
0
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6
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0
3
0.12%-0.23%
LOW PT STA: 131+73.79
LOW PT ELEV: 856.01
PVI STA:131+50.00
PVI ELEV:855.95
K:424.29
LVC:150.00
BV
C
S
:
1
3
0
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7
5
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0
0
BV
C
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:
8
5
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.
1
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:
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0
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DT DT DT DT DT DT DT DTFL ELEV:853.40
SHEET
28
DATE: 2/16/2026
L:\
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SCALE: 1" = 40' HOR
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1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
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8' GRANULAR
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12' WIDE SEEDING AND
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DETAILS
2.6' MIN. DEPTH
FROM ROAD
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12
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0
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+
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+
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0.12%-0.25%
PVI STA: 131+50.00
PVI ELEV: 855.85
K: 405.08
LVC: 150.00
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C
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LOW PT. STA: 131+76.11
LOW PT ELEV: 855.91
DT DT DT DT DT DT DT DT DTFL ELEV:853.70
SHEET
29
DATE: 2/16/2026
L:\
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SCALE: 1" = 40' HOR
1" = 5' VERT
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1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
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11' WIDE SEEDING AND
GRADING LIMIT (TYP.)
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MINIMUM 2" HMA
SURFACE
SEE INTERSECTION
DETAILS
2.6' MIN. DEPTH
FROM ROAD
EDGE
COORDINATE FIBER CONFLICTS
WITH LUMEN TECHNOLOGIES AS NEEDED
13
4
+
0
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DT DT DT DT DT DT DT DT DT DT DT
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DT DT DT DT DT DT DT DT DT DTFL ELEV:853.35
SHEET
30
DATE: 2/16/2026
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SCALE: 1" = 40' HOR
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27' B-E
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SCALE: 1" = 40' HOR
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SHEET
31
DATE: 2/16/2026
L:\
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#
11
4
4
11' WIDE SEEDING AND
GRADING LIMIT (TYP.)
2.6' MIN. DEPTH
FROM ROAD
EDGE
852
854
856
858
860
862
864
852
854
856
858
860
862
864
LT
R
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DT DT DT DT DT DT DT DT DT DT
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2
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0.12%
FL ELEV:854.40
13
9
+
0
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1
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2
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DT DT DT DT DT DT DT DT DT DT
DT DT DT DT DT DT DT DT DT DT
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EX FES-01 EX FES-02
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EX FES-03
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SO-06
SO-15
STA:143+28.67
OFF:25.00'LT STA:144+33.35
OFF:25.00'LT
SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
W.B. PROFILE
EXISTING GRADE
SHEET
32
DATE: 2/16/2026
L:\
C
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T
1
1
4
4
-
F
Y
2
0
2
6
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#
11
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4
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2% FROM
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SUBDRAIN TILE FL
SEE INT.
DETAILS
SEE INT.
DETAILS
12' WIDE SEEDING AND
GRADING LIMIT (TYP.)
G
R
A
N
D
V
I
E
W
A
V
E
SEE INTERSECTION
DETAILS
2.6' MIN. DEPTH
FROM ROAD
EDGE
850
852
854
856
858
860
862
850
852
854
856
858
860
862
LT
G
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1
2
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2
4
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3
6
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8
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8
5
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6
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1
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2
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2
7
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3
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0
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0.12%
DT DT DT DT DT DT DT DT DT
FL ELEV:854.25
13
9
+
0
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14
0
+
0
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1
+
0
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14
2
+
0
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3
+
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4
+
0
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DT DT DT DT DT DT DT DT DT DT
DT DT DT DT DT DT DT DT DT DT
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SAN
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EX FES-01 EX FES-02
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EX FES-03
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SO-06
SO-15
STA:144+10.55
OFF:25.00'RT
SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
E.B. PROFILE
EXISTING GRADE
-2% FROM
2% FROM
RT EDGE LN
SUBDRAIN TILE FL
SHEET
33
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
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#
11
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DETAILS
SEE INT.
DETAILS
11' WIDE SEEDING AND
GRADING LIMIT (TYP.)
G
R
A
N
D
V
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E
W
A
V
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SEE INTERSECTION
DETAILS
2.6' MIN. DEPTH
FROM ROAD
EDGE
COORDINATE FIBER CONFLICTS
WITH LUMEN TECHNOLOGIES AS NEEDED
852
854
856
858
860
862
864
852
854
856
858
860
862
864
LT
R
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0.12%0.10%PV
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=
1
4
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+
0
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=
8
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7
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14
5
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14
6
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14
8
+
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DT DT DT DT DT DT DT DT DT DT
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EX FES-06
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SAN SAN SAN SANSANSANSANSANSANSAN
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A
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SO-07
SO-16
STA:144+33.35
OFF:25.00'LT
SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
W.B. PROFILE
EXISTING GRADE
SHEET
34
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
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71
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5
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2
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#
11
4
4
-2% FROM
2% FROM
LT EDGE LN
SUBDRAIN TILE FL
12' WIDE SEEDING AND
GRADING LIMIT (TYP.)
G
R
A
N
D
V
I
E
W
A
V
E
SEE INTERSECTION
DETAILS
852
854
856
858
860
862
864
852
854
856
858
860
862
864
LT
G
u
t
t
e
r
BL
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RT
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a
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s
85
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4
8
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6
0
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7
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7
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85
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8
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9
0
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0.12%0.10%PV
I
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A
=
1
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=
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DT DT DT DT DT DT DT DT DT
Existing 24" Storm
14
5
+
0
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0
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14
7
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0
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0
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DT DT DT DT DT DT DT DT DT DT
DT DT DT DT DT DT DT DT DT DT DT
F
G
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F
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W
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W
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EX SA-09
SAN
S
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EX FES-02
EX FES-04ST
EX FES-05
S
T
EX FES-06
EX FES-07
ST
EX SA-10
SAN SAN SAN SANSANSANSANSANSANSAN
S
A
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SO-07
SO-16
STA:145+17.40
OFF:25.00'RT
SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
E.B. PROFILE EXISTING GRADE
-2% FROM
2% FROM
RT EDGE LN
SUBDRAIN TILE FL
SHEET
35
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
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#
11
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4
SEE INT.
DETAILS
SEE INT.
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11' WIDE SEEDING AND
GRADING LIMIT (TYP.)G
R
A
N
D
V
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W
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SEE INTERSECTION
DETAILS
852
854
856
858
860
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864
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852
854
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860
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864
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DT DT DT DT
DT
DT
DT
DT
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1
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2
0
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2
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3
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0
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15
3
+
7
5
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0
0
0.10%-0.42%
HIGH PT STA: 151+53.64
HIGH PT ELEV: 858.24
PVI STA:152+00.00
PVI ELEV:858.30
K:286.40
LVC:150.00
BV
C
S
:
1
5
1
+
2
5
.
0
0
BV
C
E
:
8
5
8
.
2
2
EV
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:
1
5
2
+
7
5
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0
0
EV
C
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:
8
5
7
.
9
8
FL ELEV:855.10
14
9
+
0
0
15
0
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0
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15
1
+
0
0
15
2
+
0
0
15
3
+
0
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15
4
+
0
0
DT DT DT DT DT DT DT DT DT DT DT
DT DT DT DT DT DT DT DT DT DT
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SO-17
SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
W.B. PROFILE
EXISTING GRADE
SHEET
36
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
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#
11
4
4
-2% FROM
2% FROM
LT EDGE LN
SUBDRAIN TILE FL
12' WIDE SEEDING AND
GRADING LIMIT (TYP.)
2.6' MIN. DEPTH
FROM ROAD
EDGE
852
854
856
858
860
862
864
866
852
854
856
858
860
862
864
866
LT
G
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1
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8
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4
0
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0
2
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0
5
85
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0
8
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1
2
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1
4
85
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1
3
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0
6
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9
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9
0
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7
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6
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7
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5
0
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0
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15
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0
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15
2
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0
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5
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0
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5
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15
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0
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5
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0
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15
3
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0
0
15
3
+
5
0
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0
0
15
3
+
7
5
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0
0
0.10%-0.40%
HIGH PT STA: 151+54.90
HIGH PT ELEV: 858.14
PVI STA:152+00.00
PVI ELEV:858.20
K:299.03
LVC:150.00
BV
C
S
:
1
5
1
+
2
5
.
0
0
BV
C
E
:
8
5
8
.
1
2
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C
S
:
1
5
2
+
7
5
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0
0
EV
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:
8
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7
.
9
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DT DT DT DT
DT
DT DTFL ELEV:855.00
14
9
+
0
0
15
0
+
0
0
15
1
+
0
0
15
2
+
0
0
15
3
+
0
0
15
4
+
0
0
DT DT DT DT DT DT DT DT DT DT DT
DT DT DT DT DT DT DT DT DT DT
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SO-17
SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
E.B. PROFILE
EXISTING GRADE
-2% FROM
2% FROM
RT EDGE LN
SUBDRAIN TILE FL
SHEET
37
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
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#
11
4
4
4' GRANULAR
SHOULDER, 4" (TYP.)
11' WIDE SEEDING AND
GRADING LIMIT (TYP.)
15' WIDE SEEDING AND
GRADING LIMIT (TYP.)
2.6' MIN. DEPTH
FROM ROAD
EDGE
852
854
856
858
860
862
864
866
852
854
856
858
860
862
864
866
LT
R
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a
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DT DT DT DTDT
DT
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85
7
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4
5
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0
3
85
6
.
6
1
85
6
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1
8
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5
.
7
6
85
7
.
3
5
85
7
.
2
4
85
7
.
1
3
85
6
.
9
2
85
6
.
8
2
85
6
.
7
1
85
6
.
5
0
85
6
.
3
9
85
6
.
2
9
85
6
.
0
8
85
5
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9
7
85
5
.
8
6
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5
.
6
5
15
4
+
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0
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15
5
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0
15
6
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0
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15
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0
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15
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15
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15
4
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2
5
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0
15
4
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5
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0
0
15
4
+
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5
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0
0
15
5
+
2
5
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0
0
15
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+
5
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0
0
15
5
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7
5
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0
0
15
6
+
2
5
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0
0
15
6
+
5
0
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0
0
15
6
+
7
5
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0
0
15
7
+
2
5
.
0
0
15
7
+
5
0
.
0
0
15
7
+
7
5
.
0
0
15
8
+
2
5
.
0
0
15
8
+
5
0
.
0
0
15
8
+
7
5
.
0
0
-0.42%PV
I
S
T
A
=
1
5
8
+
3
4
.
8
1
EL
E
V
=
8
5
5
.
6
1
FL ELEV:852.50
15
4
+
0
0
15
5
+
0
0
15
6
+
0
0
15
7
+
0
0
15
8
+
0
0
15
9
+
0
0
DT DT DT DT DT DT DT DT
DT DT DT DT DT DT DT DT
G
G
G
G
G
G
W
W
W
W
W
EX SA-11
SAN
EX SA-12
EX SA-13
SA
N
SAN SAN SAN Existing 18" Sanitary
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
EX ST-01
STSTSTSTSTST
SO-08
SO-09
SO-18
STA:156+60.70
OFF:25.00'LT
STA:158+04.81
OFF:23.00'LT
SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
8' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
W.B. PROFILE
EXISTING GRADE
SHEET
38
DATE: 2/16/2026
L:\
C
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#
11
4
4
-2% FROM
2% FROM
LT EDGE LN
SUBDRAIN TILE FL
25' B-E
SAW CUT 2' FROM BARRIER WALL
CENTER. HMA PATCH REQUIRED
BETWEEN EXISTING BARRIER WALL AND
NEW PCC PAVEMENT.
= 2 TON
NOTE:
SEE PROPOSED TRAFFIC DESIGN
SHEETS FOR NEW TRAFFIC
INFRASTRUCTURE LAYOUT.
SEE INT.
DETAILS
SEE INT.
DETAILS
12' WIDE SEEDING AND
GRADING LIMIT (TYP.)
SIDEWALK REMOVAL
(TYP.)
4.0'
W. P
A
R
K
E
R
S
T
2.6' MIN. DEPTH
FROM GUTTER
852
854
856
858
860
862
864
866
852
854
856
858
860
862
864
866
LT
G
u
t
t
e
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BL
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RT
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85
7
.
4
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7
.
0
0
85
6
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5
9
85
6
.
1
9
85
5
.
7
9
85
7
.
3
0
85
7
.
2
0
85
7
.
1
0
85
6
.
8
9
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6
.
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6
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6
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6
.
4
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3
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6
.
2
9
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6
.
0
9
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5
.
9
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5
.
8
9
85
5
.
6
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4
+
0
0
.
0
0
15
5
+
0
0
.
0
0
15
6
+
0
0
.
0
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15
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+
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0
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+
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0
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+
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+
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+
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15
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+
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6
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3
7
85
6
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3
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6
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2
1
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6
.
0
4
-0.40%PV
I
S
T
A
=
1
5
8
+
3
4
.
9
2
EL
E
V
=
8
5
5
.
6
5
DT DT DT
DT
DT DT
FL ELEV:852.60
15
4
+
0
0
15
5
+
0
0
15
6
+
0
0
15
7
+
0
0
15
8
+
0
0
15
9
+
0
0
DT DT DT DT DT DT DT DT DT
DT DT DT DT DT DT DT DT
G
G
G
G
G
W
W
W
W
W
EX SA-11
SAN
EX SA-12
EX SA-13
SA
N
SAN SAN SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
EX ST-01
STSTSTSTSTST
SO-08
SO-09
SO-18
STA:155+55.84
OFF:25.00'RT
STA:156+71.68
OFF:23.00'RT
STA:158+04.92
OFF:23.00'RT
SCALE: 1" = 40' HOR
1" = 5' VERT
CNRR
6" SUBDRAIN TILE
1.5' OUTSIDE ROAD EDGE
(TYP.)
27' B-E
6'
GRASS
MEDIAN
4' GRANULAR
SHOULDER, 4" (TYP.)
W.B. BROADWAY ST
E.B. BROADWAY ST
E.B. PROFILE
EXISTING GRADE
-2% FROM
2% FROM
RT EDGE LN
SUBDRAIN TILE FL
SHEET
39
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
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5
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B
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I
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A
5
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(3
1
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-
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3
1
2
P
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(3
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4
2
6
2
F
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F.
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.
2
0
2
6
B
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P
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CO
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A
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T
#
11
4
4
24' B-E
NOTE:
SEE PROPOSED TRAFFIC DESIGN
SHEETS FOR NEW TRAFFIC
INFRASTRUCTURE LAYOUT.
SIDEWALK REMOVAL
(TYP.)
15' WIDE SEEDING AND
GRADING LIMIT (TYP.)
-3% FROM SEE INT.
DETAILS
SEE INT.
DETAILS
SAW CUT 2' FROM BARRIER WALL
CENTER. HMA PATCH REQUIRED
BETWEEN EXISTING BARRIER WALL AND
NEW PCC PAVEMENT.
= 2 TON4.0'
W. P
A
R
K
E
R
S
T
2.6' MIN. DEPTH
FROM GUTTER
WESTBOUND SUBDRAIN OUTLET TABLE
STRUCTURE
SO-01
SO-02
SO-03
SO-04
SO-05
SO-06
SO-07
SO-08
SO-09
WORK DESCRIPTION
SW-512
SINGLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SUBDRAIN CLEANOUT
TYPE A-1
LOCATION
100+01
-44.8 LT
106+85
-39.6 LT
114+85
-39.5 LT
122+85
-39.3 LT
131+75
-39.9 LT
140+00
-41.5 LT
147+50
-42.5 LT
155+50
-39.6 LT
158+35
-23.1 LT
EASTBOUND SUBDRAIN OUTLET TABLE
STRUCTURE
SO-10
SO-11
SO-12
SO-13
SO-14
SO-15
SO-16
SO-17
SO-18
WORK DESCRIPTION
SW-512
SINGLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SW-512
DOUBLE OUTLET
SUBDRAIN CLEANOUT
TYPE A-1
LOCATION
100+00
39.2 RT
104+25
36.5 RT
110+75
41.5 RT
122+83
38.7 RT
132+00
38.8 RT
140+00
40.0 RT
147+75
39.7 RT
153+50
38.8 RT
158+35
22.8 RT
SANITARY SEWER STRUCTURE TABLE
STRUCTURE
EX SA-01
EX SA-02
EX SA-03
EX SA-04
EX SA-05
EX SA-07
EX SA-08
EX SA-09
EX SA-10
EX SA-11
EX SA-13
WORK DESCRIPTION
SW-301
MIN. ADJ. FROM ELEV. 858.41
USE WATERLOO 1040-AGS COVER
SW-301
MIN. ADJ. FROM ELEV. 857.57
USE WATERLOO 1040-AGS COVER
SW-301
MIN. ADJ. FROM ELEV. 856.36
USE EXIST. CASTING & COVER
SW-301
MIN. ADJ. FROM ELEV. 857.29
USE WATERLOO 1040-AGS COVER
SW-301
MIN. ADJ. FROM ELEV. 855.48
USE WATERLOO 1040-AGS COVER
SW-301
MIN. ADJ. FROM ELEV. 854.83
USE EXIST. CASTING & COVER
SW-301
MIN. ADJ. FROM ELEV. 857.11
USE WATERLOO 1040-AGS COVER
SW-301
MIN. ADJ. FROM ELEV. 855.99
USE WATERLOO 1040-AGS COVER
SW-301
MIN. ADJ. FROM ELEV. 856.03
USE EXISTING CASTING AND COVER
SW-301
MIN. ADJ. FROM ELEV. 855.05
USE WATERLOO 1040-AGS COVER
SW-301
MIN. ADJ. FROM ELEV. 855.99
USE WATERLOO 1040-AGS COVER
LOCATION
100+53.72
-17.15 LT
106+95.12
-15.31 LT
107+61.38
34.44 RT
109+21.17
-11.67 LT
117+26.36
-31.54 LT
137+68.81
35.74 RT
143+77.99
-56.07 LT
144+69.27
48.82 RT
148+12.58
35.84 RT
156+13.40
52.02 RT
157+55.74
-39.50 LT
TOP ELEVATION
RIM = 858.48
INV IN = 840.91 NW
INV OUT = 840.91 S
RIM = 857.83
INV IN = 840.57 W
INV OUT = 840.57 SE
RIM = 856.92
INV IN = 849.17 NW
INV OUT = 849.17 SE
RIM = 857.66
INV IN = 839.79 NW
INV OUT = 839.79 S
RIM = 856.30
INV IN = 847.88 W
INV OUT = 847.88 NE
RIM = 855.19
INV IN = 847.55 NW
INV OUT = 847.55 SE
RIM = 857.12
INV IN = 846.01 S
INV OUT = 846.01 NE
RIM = 856.47
INV IN = 847.08 W
INV IN = 846.29 S
INV OUT = 846.29 N
RIM = 856.45
INV IN = 849.37 NW
INV OUT = 849.37 SE
RIM = 855.11
INV OUT = 846.15 W
RIM = 855.83
INV IN = 842.79 N
INV OUT = 842.79 SE
STORM SEWER STRUCTURE TABLE
STRUCTURE
EX I-01
EX ST-01
FES-01
FES-02
I-01
WORK DESCRIPTION
REMOVE STRUCTURE
SW-402, 60"
MAJOR ADJ. FROM ELEV. 855.68
SUBDRAIN TAP & COLLAR=2
SUBDRAIN CONNECTIONS=2
USE WATERLOO 1040-A COVER
INSTALL RCP APRON
W/ APRON GUARD AND FOOTING
TIE TO FIRST EXISTING PIPE SECTION
INSTALL RCP APRON
W/ APRON GUARD AND FOOTING
TIE TO FIRST EXISTING PIPE SECTION
SW-511
CAST-IN-PLACE
SUBDRAIN CONNECTIONS=3
LOCATION
118+74.89
50.24 RT
156+68.22
38.72 RT
129+21.33
-36.18 LT
129+66.18
45.11 RT
118+75.05
39.83 RT
TOP ELEVATION
RIM = 852.98
INV OUT = 847.85 S 30"
RIM = 856.20
INV IN = 847.13 SE 42"
INV OUT = 847.13 NW 42"
RIM = 852.36
INV IN = 850.65 S 18"
RIM = 853.07
INV OUT = 851.36 N 18"
RIM = 854.90
INV OUT = 847.85 S 30"SHEET
40
DATE: 2/16/2026
L:\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
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5
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3
(3
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2
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1
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3
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2
P
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(3
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4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
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S
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C
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#
11
4
4
10
0
+
0
0
10
1
+
0
0
10
0
+
0
0
10
1
+
0
0
858.93
858.65
-1
.
0
%
-3
.
6
%
-2
.
5
%
-2
.
4
%
858.84
858.99
858.86
858.81
858.92
858.44
858.69
858.81
858.61
858.35
857.83
857.95
858.67
858.25
858.01
858.64
-3
.
0
%
-2
.
0
%
-0
.
2
%
-1
.
0
%
-1
.
0
%
858.31
858.16
-2
.
1
%
-2
.
0
%
-2
.
2
%
-2
.
0
%
858.57
858.29
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
3
%
-3
.
0
%
-2
.
2
%
-2
.
6
%
858.78
858.56
858.28
858.04
-0.7%-0.1%
-2
.
0
%
-2
.
0
%
-2
.
0
%
R=3.0'
-2
.
0
%
-1
.
0
%
10
2
+
0
0
10
3
+
0
0
10
2
+
0
0
10
3
+
0
0
HPC: 101+86.50
HPT: 101+90.19
858.60
858.82
858.68
STA:101+88.32
OFF:14.00'RT
STA:102+88.33
OFF:2.00'RT
857.84
-1
.
0
%
858.46
858.18
857.94
-2
.
0
%
-2
.
0
%
-2
.
0
%
858.36
858.08
858.83
858.61
858.33
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
SCALE: 1" = 20' HOR
W.
D
O
N
A
L
D
S
T
SHEET
41
DATE: 2/16/2026
L:
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C
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1
1
4
4
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F
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6
B
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3
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2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
RE
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
W. B. BROADWAY ST
E. B. BROADWAY ST
11.8'11.8'11.8'11.8'11.8'
11.3'
11.8'11.8'
11.8'
11.8'
12.5'12.5'12.5'12.5'12.5'12.5'12.5'12.5'
13.0'
12.0'
2.0'
12.0'
13.0'
14.0'
12.0'
6.0'
11
7
+
0
0
11
8
+
0
0
11
9
+
0
0
11
7
+
0
0
11
8
+
0
0
11
9
+
0
0
856.38
857.
6
2
857
.
5
4
857.
5
2
856.55 856.42
856.45856.48
856.53
856.43856.49
856.34
856.27
856.26
857.04 857.03 856.98 856.92
856.83856.88856.93856.94
855.51
856.35
LOW PT.
856.45
856.70
856.75
856.31
856.21
START CURB
856.20
START CURB
-1
.
3
%
-1.3
%
-0.6%
-
3
.
2
%
-1.1
%
-
1
.
5
%
R=15.0'
-
2
.
3
%
-2
.
3
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-1
.
0
%
-1
.
0
%
-1
.
0
%
856.99
856.77
-2
.
0
%
-2
.
0
%
-2
.
0
%
856.55
856.77
-0.11%-0.11%
-0.12%
-0.29%-0.36%
-0.11%
-6
.
7
%
-0.8%
-1
.
5
%
-1
.
6
%
-2
.
5
%
856.40
LOW PT.
STA:116+76.64
OFF:25.00'RT STA:117+32.81
OFF:31.65'RT
STA:118+15.67
OFF:31.77'RT
STA:118+71.87
OFF:25.00'RT
STA:117+11.70
OFF:25.00'LT STA:118+26.62
OFF:25.00'LT
-0.12%-0.11%
855.59
R=20.0'R=20.0'
R=30.0'
0.0%
R=3.0'R=3.0'
856.97
856.84
857.11
856.97
856.79
856.66
R=25.1'
855.90
855.82
SCALE: 1" = 20' HOR
W. B. BROADWAY ST
SHEET
42
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
R
E
C
O
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S
T
R
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C
T
I
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\
B
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n
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w
g
2/1
6
/
2
0
2
6
4
:
2
0
P
M
BR
O
A
D
W
A
Y
S
T
R
E
E
T
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
-
B
U
R
T
O
N
A
V
E
N
O
R
T
H
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
RE
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
E. B. BROADWAY ST
BU
R
T
O
N
A
V
E
CNRR
NOTE:
SEE PROPOSED TRAFFIC DESIGN
SHEETS FOR NEW TRAFFIC
INFRASTRUCTURE LAYOUT.
11.0'
11.0'11.0'
11.0'14.3'14.2'
14.2'14.2'
14.2'14.3'11.0'
11.0'
12.0
14.0
11.0
10.0
11.0
12.0
2.0
2.0
12.0
2.0
11.0'
11.0'11.0'11.0'
12.0
12.0
12.0
12.5
14.2'
14.1'
14.2'
6.0 6.0
11
7
+
0
0
11
8
+
0
0
11
9
+
0
0
11
7
+
0
0
11
8
+
0
0
11
9
+
0
0
856.38
854.13
854.08
854.25
854.23
854.72 854.71
855.08
856.55 856.42
856.45856.48
856.53
856.43856.49
856.34
856.27
855
.
5
0
854.90
856.26
857.04 857.03 856.98 856.92
856.83856.88856.93856.94
854.68
855.51
856.45
856.70
856.31
856.21
START CURB
855.23
856.20
START CURB
-1.8%
-1
.
5
%
-1.5%-1
.
5
%
-2
.
3
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-1
.
0
%
-1
.
0
%
-1
.
0
%
856.99
856.77
-2
.
0
%
-2
.
0
%
-2
.
0
%
856.55
856.77
-0.11%-0.11%
-0.12%-0.11%
855.23
854.91
855.13
854.69
854.98
854.92
854.63
PTR
-1
.
5
%
-1.5%
855.45
855.30
855.01
-6
.
9
%
854.93
855.08
-
6
.
1
%
-6
.
7
%
-0.8%
-1.0%
-1
.
5
%
-1
.
6
%
-2
.
5
%
-0
.
5
%
-2
.
3
%
-2
.
5
%
-2
.
5
%
-0.9%
-0.6%-0.5%
-0.5%
-3
.
1
%
-3
.
3
%
-1.0%-1.0%
STA:116+76.64
OFF:25.00'RT STA:117+32.81
OFF:31.65'RT
STA:118+15.67
OFF:31.77'RT
STA:118+71.87
OFF:25.00'RT
-0.12%-0.11%
855.59
R=20.0'R=20.0'
R=3.0'R=3.0'
855.90
855.82
855.49855.59
SCALE: 1" = 20' HOR
SHEET
43
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
R
E
C
O
N
S
T
R
U
C
T
I
O
N
\
B
r
o
a
d
w
a
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D
o
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a
l
d
-
P
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k
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r
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s
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g
n
D
r
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w
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n
g
.
d
w
g
2/1
6
/
2
0
2
6
4
:
2
0
P
M
BR
O
A
D
W
A
Y
S
T
R
E
E
T
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
-
B
U
R
T
O
N
A
V
E
S
O
U
T
H
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
RE
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
W. B. BROADWAY ST
E. B. BROADWAY ST
BURTON AVEVIRGINIA ST
NOTE:
SEE PROPOSED TRAFFIC DESIGN
SHEETS FOR NEW TRAFFIC
INFRASTRUCTURE LAYOUT.
12.0
14.0
11.0
10.0
12.0
2.0
11.0'
11.0'11.0'
11.0'14.3'14.2'
14.2'14.2'
14.2'14.3'11.0'
11.0'11.0'
11.0'11.0'11.0'
11.0
2.0
12.0
2.0
11.4'12.0'12.0'11.0'11.0'
14.2'14.2'
13.0'13.0'11.0'11.0'11.0'11.0'10.4'
9.9
9.9
9.9
10.4
9.9
12.0
12.0
NEW TRAFFIC SIGNAL
WITH PED. BUTTON 6" STANDARD CURB
6" STANDARD CURB
3" DRIVE-OVER CURB
(RAMP TO RAMP)
6" STANDARD CURB
(MEET EXIST. TO RAMP)
12
6
+
0
0
12
6
+
0
0
856.39
857.04
856.91
856.94
856.32
855.98
855.57
856.63
856.81856.90
856.72
-1
.
8
%
-0
.
9
%
-2
.
0
%
-1
.
0
%
-1
.
5
%
856.65
856.78
856.40
856.85
856.33
856.83
856.88
-1
.
3
%
-1
.
2
%
-2
.
0
%
-1
.
6
%
12
9
+
0
0
12
9
+
0
0
856.51
856.31
856.55
856.70
856.59
856.36
856.08
855.64
856.57
856.11 856.03
856.22
-0
.
8
%
-1
.
8
%
-2
.
0
%
-1
.
0
%
-1
.
4
%
856.47
855.97
856.35
-2
.
0
%
-1
.
1
%
-1
.
3
%
-1
.
6
%
SCALE: 1" = 20' HOR
SHEET
44
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
R
E
C
O
N
S
T
R
U
C
T
I
O
N
\
B
r
o
a
d
w
a
y
D
o
n
a
l
d
-
P
a
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k
e
r
D
e
s
i
g
n
D
r
a
w
i
n
g
.
d
w
g
2/1
6
/
2
0
2
6
4
:
2
0
P
M
BR
O
A
D
W
A
Y
S
T
R
E
E
T
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
-
M
E
E
T
E
X
I
S
T
I
N
G
-
RR
T
R
A
C
K
S
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
RE
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
CNR
R
W. B. BROADWAY ST
E. B. BROADWAY ST
MINIMUM 2" HMA SURFACE
= 22 TON
MINIMUM 2" HMA SURFACE
= 28 TON
2.0
11.0
12.0
2.0
2.0
12.0
11.0
2.0
2.0
11.0
12.0
2.0
2.0
12.0
11.0
2.0
6.0 6.0
PAVE MEDIAN TO DRAIN TO
E.B. TRAVEL LANE
14
3
+
0
0
14
4
+
0
0
14
5
+
0
0
14
3
+
0
0
14
4
+
0
0
14
5
+
0
0
857.28
857.31
857.12
856.93
856.86 856.89
857.36
856.94
856.98 857.00
857.26
857.38 857.44 857.53 857.60
857.50857.43857.34857.28
856.98 857.00856.89856.87
857.09
857.50
857.40
856.76
857.37
857.47
857.00
PTR
856.81
PTR
LOW PT.
STA:143+28.67
OFF:25.00'LT STA:144+33.35
OFF:25.00'LT
STA:145+17.40
OFF:25.00'RT
856.32
856.54
-2
.
0
%
-0.13%-0.11%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-1
.
0
%
-1
.
0
%
-1
.
0
%
-0.13%-0.13%
-
0
.
5
8
%
-
0
.
5
8
%
-0.90%-0.17%
-1.36%
-0.47%
856.71
LOW PT.
R=25.0'
R=35.0'
856.20
START CURB
855.91
START CURB
R=20.0'R=20.0'
-3
.
6
%
-0.10%-0.13%
855.91
857.10
R=3.0'
R=3.0'
SHEET
45
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
R
E
C
O
N
S
T
R
U
C
T
I
O
N
\
B
r
o
a
d
w
a
y
D
o
n
a
l
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-
P
a
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k
e
r
D
e
s
i
g
n
D
r
a
w
i
n
g
.
d
w
g
2/1
6
/
2
0
2
6
4
:
2
0
P
M
BR
O
A
D
W
A
Y
S
T
R
E
E
T
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
-
G
R
A
N
D
V
I
E
W
A
V
E
NO
R
T
H
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
O
W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
RE
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 20' HOR
W. B. BROADWAY ST
E. B. BROADWAY ST
G
R
A
N
D
V
I
E
W
A
V
E
11.5'11.4'11.8'11.8'11.8'14.0'14.0'14.0'14.0'14.3'14.3'13.0'13.0'13.0'16.3'
11.0'
12.0'
10.0'
11.0'
14.0'
2.0'
2.0'
2.0'
2.0'
12.0'
13.0'
11.1'
12.6'
15.3'
11.9'
8.9'
9.8'12.0'
8.6'
13.6'
14.1'
12.2'
6.0'6.0'
14
3
+
0
0
14
4
+
0
0
14
5
+
0
0
14
3
+
0
0
14
4
+
0
0
14
5
+
0
0
856.93
854.59
856.86 856.89
857.36
856.94
856.98 857.00
857.26
857.38 857.44 857.53 857.60
857.50857.43857.34857.28
856.98 857.00856.89856.87
854.45
854.30
854.67
855.08
854.90
857.09
857.50
857.40
856.76
857.37
857.47
STA:143+28.67
OFF:25.00'LT STA:144+33.35
OFF:25.00'LT
STA:144+10.55
OFF:25.00'RT
STA:145+17.40
OFF:25.00'RT
856.32
855.83
855.86
856.54
-2
.
0
%
-0.13%-0.11%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-1
.
0
%
-1
.
0
%
-1
.
0
%
-0.13%-0.13%
-
0
.
5
8
%
856.71
LOW PT.R=35.0'
856.20
START CURB
855.91
START CURB
R=20.0'R=20.0'
R=20.0'
-4.0
%
-3
.
5
%
-3
.
6
%
-0.10%-0.13%
854.41
PTR
854.66
PTR
854.89
855.42
855.91
-0
.
2
%
-2.8
%
-1.2
%
-
1
.
0
%
-1
.
0
%
854.35
853.89
857.10
R=3.0'
R=3.0'
SHEET
46
DATE: 2/16/2026
L:
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IN
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S
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C
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I
O
N
D
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T
A
I
L
-
G
R
A
N
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V
I
E
W
A
V
E
SO
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T
H
CI
T
Y
O
F
W
A
T
E
R
L
O
O
,
I
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W
A
EN
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
71
5
M
U
L
B
E
R
R
Y
S
T
R
E
E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
RE
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 20' HOR
W. B. BROADWAY ST
E. B. BROADWAY ST
G
R
A
N
D
V
I
E
W
A
V
E
11.5'11.4'11.8'11.8'11.8'14.0'14.0'14.0'14.0'14.3'14.3'13.0'13.0'13.0'16.3'
11.0'
12.0'
10.0'
11.0'
2.0'
2.0'
2.0'
2.0'
12.0'
14.0'
11.0'
13.0'
13.0'
2.5'
2.5'
13.0'
13.6'
2.5'
2.5'
6" STANDARD CURB
(TYP.)
11.1'
11.1'
11.0'
12.0'
11.9'
BRE
E
S
S
T
HMA SURFACE TO MATCH
EXISTING SEAL COAT STREET
= 6 TON
6.0'6.0'
15
6
+
0
0
15
7
+
0
0
15
8
+
0
0
15
6
+
0
0
15
7
+
0
0
15
8
+
0
0
855.11
856.26
856.34
856.38
856.14
856.02
855.97 855.82
855.46
PTR
855.70
854.04
854.53
854.11
855.89 855.74
855.77855.92
854.23
854.74
854.61
854.50
PTR
855.57
855.65
855.68
855.66
855.24
855.96
855.94
856.16
856.15856.
4
1
856.
4
1
856.65
856.64
855.32
855.30
855.39
855.48855.55
857.01857.01 857.06
855.65 855.59
855.67
855.66
853.99
854.20
855.82855.94
855.97 855.85
854.61
855.60
START CURB
856.06
855.75
HIGH PT.
856.46
856.48
856.56
856.36
856.54
855.96
855.85
856.07
-2
.
0
%
856.12
856.20
854.55
854.72
854.47
854.90
855.47
856.13
-2
.
0
%
-2
.
0
%
-0
.
5
%
-3
.
6
%
-2
.
0
%
855.42
855.46
-0.2%-0.2%
-1.9
%
855.80
-
3
.
7
%
855.90
START CURB
856.93
END CURB
856.41
-3
.
1
%
-2
.
5
%
-2
.
0
%
-2
.
4
%
-3
.
0
%
-1
.
6
%
-3
.
2
%
-0.2%
855.68
-1.6
%
855.67
MID PT.
856.84
END CURB
-0.4%
856.67
-2.3
%
855.92
856.00
855.88
-1
.
6
%
-1
.
7
%
-
1
.
5
%
-0.2%
-1.6
%
855.92
856.00
855.88
-
1
.
4
%
-
1
.
6
%
-2.9
%
-0.9%-1
.
6
%
-1.5%
-1.0%-0.4%-2.1%-2.1%
-1
.
2
%
-1
.
6
%
-6.4
%
-
1
.
6
%
-1.0
%
-1.5
%
-2.4
%
-1.6
%
855.29
855.22
855.15
-2
.
0
%
855.95
855.72
-3
.
0
%
-3
.
0
%
-3
.
0
%
-2
.
7
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-0
.
2
%
-3
.
4
%
-0.4%-0.4%-0.4%
-1.2
%
-
1
.
5
%
-3
.
3
%
-4
.
0
%
-0.5
%
-3
.
2
%
-
3
.
2
%
-2
.
8
%
-0
.
2
%
-2.4
%
-0.5
%
-0.5
%
-0.4%-0.4%
854.79
STA:155+55.84
OFF:25.00'RT
STA:156+71.68
OFF:23.00'RT
STA:158+04.92
OFF:23.00'RT
STA:156+60.70
OFF:25.00'LT
STA:158+04.81
OFF:23.00'LT
R=20.0'
R=35.0'
R=3.0'
R=3.0'
R=3.0'
R=3.0'
R=30.0'
R=35.0'
SHEET
47
DATE: 2/16/2026
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O
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,
I
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5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
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#
11
4
4
SCALE: 1" = 20' HOR
W. B. BROADWAY ST
E. B. BROADWAY ST
12.1'12.9'12.9'12.9'12.9'12.9'14.1'14.1'10.9'12.3'12.3'12.3'12.0'12.0'12.0'12.0'12.0'
12.0'
12.0'12.3'
15.0'
15.0'
14.0'
12.0'
12.0'
15.0'
15.0'
15.0'
15.0'
13.1'
13.1'
2.5'
2.5'
12.0'
2.0'
11.0'
2.0'
11.0'
2.0'
12.0'
2.0'
6.0'
11.2'
10.7'
2.5'
11.3'
10.8'
2.5'
14.0'
11.0'10.3'12.9'
15.4'
15.6'
14.0'
14.0'
9.3'
10.4'
9.3'
8.5'
14.0'
9.9'
W. P
A
R
K
E
R
S
T
6" STANDARD CURB
6" STANDARD CURB,
DRY CURB
MATCH
EXISTING CURB
6.0'
5.0'
4.0'
6" STANDARD CURB
6" STANDARD CURB
F
F
F
F
F
F
F
F
F
F
F F F F F F F F F F
SHEET
48
DATE: 2/16/2026
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71
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B
E
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S
T
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E
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WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
RE
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 40' HOR
W. DONALD ST REMOVAL QUANTITIES:
REMOVE CONDUIT = 426 LF
REM. STEEL CONDUIT
REM. PVC CONDUIT
EXIST. PVC CONDUIT (TO REMAIN)
EXIST. TRAFFIC HANDHOLE
W.
D
O
N
A
L
D
S
T
W.B. BROADWAY ST
E.B. BROADWAY ST
REMOVE CONDUIT
(TYP.)
TRAFFIC CABINET
GENERAL NOTES:
1) LENGTHS SHOWN ARE APPROXIMATE AND FOR INFORMATION ONLY. CONTRACTOR IS
RESPONSIBLE FOR FULLY CONNECTED CONTINUOUS CONNECTION.
2) ALL EXISTING LOCATIONS SHOWN ARE ONLY APPROXIMATE LOCATIONS.
3) LOOP LATERAL DISTANCES ARE APPROXIMATE.
4) LOOPS ARE TO BE LABELED AND COILED IN EXISTING TRAFFIC CABINET, CONNECTIONS
IN THE CABINET ARE TO BE MADE BY CITY OF WATERLOO TRAFFIC OPERATIONS
DEPARTMENT.
5) ALL PROPOSED CONDUIT SHALL BE PVC SCH 80.
CNRR
F
F
F
F
F
F
F
F
F
F
F F F F F F F F F F
W. DONALD ST PROPOSED QUANTITIES:
PROPOSED 2-INCH PVC = 426 LF
TRAFFIC LOOP WIRE = 1590 LF
PROPOSED TRAFFIC HANDHOLE = 3 EA
PROP. TRAFFIC HANDHOLE
EXIST. PVC CONDUIT (TO REMAIN)
PROP. 2-INCH PVC CONDUIT
PROP. TRAFFIC LOOPS
40.9'23.8'360.8'
44.7'
80.9'
W.
D
O
N
A
L
D
S
T
W.B. BROADWAY ST
E.B. BROADWAY ST
PROPOSED TRAFFIC
HANDHOLE (TYP.)PROP. 2" PVC CONDUIT
(TYP.)
TRAFFIC CABINET
SHEET
49
DATE: 2/16/2026
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71
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I
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5
0
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3
(3
1
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2
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(3
1
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2
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.
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2
6
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I
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E
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CO
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R
A
C
T
#
11
4
4
SCALE: 1" = 40' HOR
6' x 6' PREFORMED
DETECTION LOOPS (TYP.)
PULL NEW HOMERUN FOR
EACH DETECTION ZONE (A-D)
(TYP.)
A
B
C
D
GENERAL NOTES:
1) LENGTHS SHOWN ARE APPROXIMATE AND FOR INFORMATION ONLY. CONTRACTOR IS
RESPONSIBLE FOR FULLY CONNECTED CONTINUOUS CONNECTION.
2) ALL EXISTING LOCATIONS SHOWN ARE ONLY APPROXIMATE LOCATIONS.
3) LOOP LATERAL DISTANCES ARE APPROXIMATE.
4) LOOPS ARE TO BE LABELED AND COILED IN EXISTING TRAFFIC CABINET, CONNECTIONS
IN THE CABINET ARE TO BE MADE BY CITY OF WATERLOO TRAFFIC OPERATIONS
DEPARTMENT.
5) ALL PROPOSED CONDUIT SHALL BE PVC SCH 80.
9.6'
CNRR
9.3'
FFFF
F
F
F
FFFF
G
G
G
G
GGGG
F F F F F F F F
F
F
F F F
F
FFF
F
F
FFFFFFFFFFF
G
G
G
G
G
G
GGGG
F
F
F
F F F F F F F F F F
SHEET
50
DATE: 2/16/2026
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T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
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T
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C
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T
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A
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#
11
4
4
SCALE: 1" = 40' HOR
REMOVE TRAFFIC SIGNAL
POLE AND FOUNDATION
336.9'
BURTON AVE REMOVAL QUANTITIES:
REMOVE CONDUIT = 1148 LF
REMOVE TRAFFIC HANDHOLE = 1 EA
REMOVE TRAFFIC SIGNAL POLE & FOUNDATION = 1 EA
BU
R
T
O
N
A
V
E
W.B. BROADWAY ST
E.B. BROADWAY ST
W.B. BROADWAY ST
E.B. BROADWAY ST
BU
R
T
O
N
A
V
E
MINOR ADJ.
EXIST. TRAFFIC HANDHOLE
(TYP.)
REMOVE CONDUIT
(TYP.)
TRAFFIC CABINET
REM. STEEL CONDUIT
REM. PVC CONDUIT
EXIST. PVC CONDUIT (TO REMAIN)
EXIST. TRAFFIC HANDHOLE
GENERAL NOTES:
1) LENGTHS SHOWN ARE APPROXIMATE AND FOR INFORMATION ONLY. CONTRACTOR IS
RESPONSIBLE FOR FULLY CONNECTED CONTINUOUS CONNECTION.
2) ALL EXISTING LOCATIONS SHOWN ARE ONLY APPROXIMATE LOCATIONS.
3) LOOP LATERAL DISTANCES ARE APPROXIMATE.
4) LOOPS ARE TO BE LABELED AND COILED IN EXISTING TRAFFIC CABINET, CONNECTIONS
IN THE CABINET ARE TO BE MADE BY CITY OF WATERLOO TRAFFIC OPERATIONS
DEPARTMENT.
5) ALL PROPOSED CONDUIT SHALL BE PVC SCH 80.
TRAFFIC SIGNAL REMOVAL NOTES:
1) REMOVE EXISTING TRAFFIC SIGNAL STRUCTURE, FOUNDATIONS AND TRAFFIC SIGNAL
HEADS. SEE PROPOSED TRAFFIC DESIGN SHEET FOR ADDITIONAL INFORMATION.
2) ALL EXISTING SIGNAL MATERIALS AND EQUIPMENT NOT LISTED IN THE PROJECT
DOCUMENTS AND WHICH ARE NOT BEING INCORPORATED INTO THE PROPOSED TRAFFIC
SIGNAL SYSTEM SHALL BE SALVAGED BY THE CONTRACTOR AND STOCKPILED ON THE
PROJECT SITE FOR PICK UP BY THE CITY OF WATERLOO TRAFFIC OPERATIONS
DEPARTMENT PERSONNEL. TRAFFIC SIGNAL EQUIPMENT AND MATERIALS TO BE
SALVAGED INCLUDE:
-POLES AND MAST ARMS
-SIGNAL HEADS AND SIGNS MOUNTED ON SIGNAL POLES AND MAST ARMS
-CAMERAS
-EVP DETECTORS AND INDICATOR LIGHTS
3) THE EXISTING SIGNAL SHALL REMAIN IN SERVICE UNTIL THE NEW SIGNAL SYSTEM IS
OPERATIONAL.
4) THE LOCATIONS AND ELEVATIONS OF ALL FOOTINGS AND HANDHOLES ARE SUBJECT
TO ADJUSTMENT IN THE FIELD BY THE ENGINEER.
REMOVE TRAFFIC HANDHOLE
CNRR
CNRR
F
FFF
F
F
FFFFFFFFFFF
G
G
G
G
G
G
GGGG
F
F
F
F F F F F F F F F F
FFFF
F
F
F
FFFF
G
G
G
G
GGGG
F F F F F F F F
F
F
F F F
SCALE: 1" = 40' HOR
REMOVE TRAFFIC SIGNAL
INSTALL NEW TRAFFIC SIGNAL BASE
346.0'
22.1'
84.0'
27.5'
26.6'
36.2'
108.9'
32.1'
14.2'
86.1'
33.3'
336.9'
34.5'
BURTON AVE PROPOSED QUANTITIES:
NEW 2-INCH PVC = 1290 LF
TRAFFIC LOOP WIRE = 3200 LF
TRAFFIC SIGNAL WIRE = 442 LF
NEW TRAFFIC HANDHOLE = 4 EA
MINOR ADJ. EXIST. HANDHOLE = 4 EA
NEW TRAFFIC SIGNAL BASE = 1 EA
BU
R
T
O
N
A
V
E
W.B. BROADWAY ST
E.B. BROADWAY ST
W.B. BROADWAY ST
E.B. BROADWAY ST
BU
R
T
O
N
A
V
E
MINOR ADJ.
EXIST. TRAFFIC HANDHOLE
(TYP.)
PROP. 2" PVC CONDUIT
(TYP.)
TRAFFIC CABINET
SHEET
51
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
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E
C
O
N
S
T
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I
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N
\
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2/
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6
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:
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(3
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)
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2
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2
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F.
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2
6
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A
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#
11
4
4
EXIST. TRAFFIC HANDHOLE
PROP. TRAFFIC HANDHOLE
EXIST. PVC CONDUIT (TO REMAIN)
PROP. 2-INCH PVC CONDUIT
PROP. TRAFFIC LOOPS
6' x 6' PREFORMED
DETECTION LOOPS (TYP.)
PULL NEW HOMERUN FOR
EACH DETECTION ZONE (E-O)
(TYP.)
E
F
G
H H
G
K
M
L L
I
O
N
G
H H
G
I
J K
J
K
J K
J
M
M
L L
M
2 CONDUIT
GENERAL NOTES:
1) LENGTHS SHOWN ARE APPROXIMATE AND FOR INFORMATION ONLY. CONTRACTOR IS
RESPONSIBLE FOR FULLY CONNECTED CONTINUOUS CONNECTION.
2) ALL EXISTING LOCATIONS SHOWN ARE ONLY APPROXIMATE LOCATIONS.
3) LOOP LATERAL DISTANCES ARE APPROXIMATE.
4) LOOPS ARE TO BE LABELED AND COILED IN EXISTING TRAFFIC CABINET, CONNECTIONS
IN THE CABINET ARE TO BE MADE BY CITY OF WATERLOO TRAFFIC OPERATIONS
DEPARTMENT.
5) ALL PROPOSED CONDUIT SHALL BE PVC SCH 80.
6) INSTALLATION OF TRAFFIC SIGNAL POLE AND HEADS WILL BE DONE BY CITY OF
WATERLOO TRAFFIC OPERATIONS DEPARTMENT.
PROPOSED TRAFFIC
HANDHOLE (TYP.)
* SEE DETAILS SHEET FOR TRAFFIC
SIGNAL POLE FOUNDATION DETAIL
CNRR
CNRR
G
G
G
G
G
G
G
G
G
G
EL
EL
EL EL
EL EL EL
E
L
EL
EL
F F F F F F F F F F F F
SHEET
52
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
E
E
T
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E
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O
N
S
T
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C
T
I
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N
\
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I
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A
5
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7
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3
(3
1
9
)
2
9
1
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4
3
1
2
P
H
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(3
1
9
)
2
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4
2
6
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F.
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2
6
B
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A
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#
11
4
4
SCALE: 1" = 40' HOR
W. PARKER ST REMOVAL QUANTITIES:
REMOVE CONDUIT = 635 LF
REMOVE TRAFFIC HANDHOLE = 3 EA
MINOR ADJ.
EXIST. TRAFFIC HANDHOLE
(TYP.)
REMOVE CONDUIT
(TYP.)
TRAFFIC CABINET
REMOVE
TRAFFIC HANDHOLE
REMOVE
TRAFFIC HANDHOLE
REMOVE
TRAFFIC HANDHOLE
REM. STEEL CONDUIT
REM. PVC CONDUIT
EXIST. CONDUIT (TO REMAIN)
EXIST. TRAFFIC HANDHOLE
EXISTING CONDUIT - TO REMAIN
(TYP.)
GENERAL NOTES:
1) LENGTHS SHOWN ARE APPROXIMATE AND FOR INFORMATION ONLY. CONTRACTOR IS
RESPONSIBLE FOR FULLY CONNECTED CONTINUOUS CONNECTION.
2) ALL EXISTING LOCATIONS SHOWN ARE ONLY APPROXIMATE LOCATIONS.
3) LOOP LATERAL DISTANCES ARE APPROXIMATE.
4) LOOPS ARE TO BE LABELED AND COILED IN EXISTING TRAFFIC CABINET, CONNECTIONS
IN THE CABINET ARE TO BE MADE BY CITY OF WATERLOO TRAFFIC OPERATIONS
DEPARTMENT.
5) ALL PROPOSED CONDUIT SHALL BE PVC SCH 80.CNRR
W. P
A
R
K
E
R
S
T
W.B. BROADWAY ST
E.B. BROADWAY ST
G
G
G
G
G
G
G
G
G
G
EL
EL
EL EL
EL EL EL
E
L
EL
EL
F F F F F F F F F F
F F
W. PARKER ST QUANTITIES:
NEW 2-INCH PVC = 610 LF
TRAFFIC LOOP WIRE = 3400 LF
TRAFFIC SIGNAL WIRE = 750 LF
NEW TRAFFIC HANDHOLE = 2 EA
MINOR ADJ. EXIST. HANDHOLE = 6 EA
MINOR ADJ.
EXIST. TRAFFIC HANDHOLE
(TYP.)
PROP. 2" PVC CONDUIT
(TYP.)TRAFFIC CABINET
COORDINATE WITH CN RAILROAD
TO MAKE NEW CONNECTIONS TO
EXISTING CABINET.
SHEET
53
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
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A
D
W
A
Y
S
T
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A
5
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3
(3
1
9
)
2
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1
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4
3
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2
P
H
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(3
1
9
)
2
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1
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4
2
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2
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.
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2
6
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A
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W
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#
11
4
4
SCALE: 1" = 40' HOR
117.0'
35.2'
57.1'
44.9'
17.6'
41.7'
333.3'
46.1'
36.1'
48.9'
21.2'
14.3'
PROPOSED TRAFFIC
HANDHOLE (TYP.)
GENERAL NOTES:
1) LENGTHS SHOWN ARE APPROXIMATE AND FOR INFORMATION ONLY. CONTRACTOR IS
RESPONSIBLE FOR FULLY CONNECTED CONTINUOUS CONNECTION.
2) ALL EXISTING LOCATIONS SHOWN ARE ONLY APPROXIMATE LOCATIONS.
3) LOOP LATERAL DISTANCES ARE APPROXIMATE.
4) LOOPS ARE TO BE LABELED AND COILED IN EXISTING TRAFFIC CABINET, CONNECTIONS
IN THE CABINET ARE TO BE MADE BY CITY OF WATERLOO TRAFFIC OPERATIONS
DEPARTMENT.
5) ALL PROPOSED CONDUIT SHALL BE PVC SCH 80.
6) RECONNECT TRAFFIC SIGNALS THROUGH NEW CONDUIT WHERE APPLICABLE. VERIFY
CONTINUITY AND PROPER OPERATION.
6' x 6' PREFORMED
DETECTION LOOPS (TYP.)
PULL NEW HOMERUN FOR
EACH DETECTION ZONE (P-Y)
(TYP.)
EXIST. TRAFFIC HANDHOLE
PROP. TRAFFIC HANDHOLE
EXIST. PVC CONDUIT (TO REMAIN)
PROP. 2-INCH PVC CONDUIT
PROP. TRAFFIC LOOPS
P
Q
R R
S S
T
T
U
U
V V
W W
X
Y
121.0'
CNRR
W. P
A
R
K
E
R
S
T
W.B. BROADWAY ST
E.B. BROADWAY ST
SHEET
54
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
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W
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S
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3
(3
1
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)
2
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1
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4
3
1
2
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(3
1
9
)
2
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4
2
6
2
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.
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0
2
6
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#
11
4
4
SCALE: 1" = 60' HOR
1 1
2 2
3
3
ELW6
1723 LF
17.23 STA
NOTE:
FACTOR USES 6" PAINT
WIDTH
THERMOPLASTIC RIGHT TURN ARROW (RTAW)
THERMOPLASTIC LEFT TURN ARROW (LTAW)
THERMOPLASTIC RAILROAD CROSSING SYMBOL (RRCW)
1
2
3
ELW6
1730 LF
17.30 STAELW6
188 LF
1.88 STA
BLW6
1723 LF
4.31 STA
ELW6
494 LF
4.94 STA
BLW6
1720 LF
4.30 STA
ELW6
QUANTIFIED ABOVE
BLW6
QUANTIFIED ABOVE
ELW6
QUANTIFIED ABOVE
BLW6
QUANTIFIED
ABOVE
ELW6
827 LF
8.27 STA
ELW6
1002 LF
10.02 STA
BLW6
857 LF
2.14 STA
BLW6
950 LF
2.38 STABLW6
37 LF
0.37 STA
DCY6
40 LF
0.80 STA
DCY6
48 LF
0.96 STA
DCY6
35 LF
0.70 STA
SLW2
32 LF
1.28 STA
SLW2
27 LF
1.08 STA
SLW2
32 LF
1.28 STA
SLW2
30 LF
1.20 STA
135 LF
THERMOPLASTIC 2'X10' WHITE BAR
4' E-E BAR SPACING
DO
N
A
L
D
S
T
BU
R
T
O
N
A
V
E
MNY6
0.43 STA
MNY6
0.43 STA
MNY6
0.43 STA
80 LF
THERMOPLASTIC 2'X10' WHITE BAR
4' E-E BAR SPACING
SHEET
55
DATE: 2/16/2026
L:
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1
1
4
4
-
F
Y
2
0
2
6
B
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T
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6
4
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(3
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3
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)
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C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 60' HOR
ELW6
QUANTIFIED ON
PREVIOUS SHEET
NOTE:
FACTOR USES 6" PAINT
WIDTH
SLW2
14 LF
0.64 STA
SLW2
22 LF
0.88 STABLW6
QUANTIFIED ON
PREVIOUS SHEET
SLW2
22 LF
0.88 STA
3
3
ELW6
1645 LF
16.45 STA
ELW6
1566 LF
15.66 STA
BLW6
1600 LF
4.00 STA
BLW6
1604 LF
4.01 STA
BLW6
QUANTIFIED
ABOVE
ELW6
QUANTIFIED
ABOVE
BLW6
QUANTIFIED
ABOVE ELW6
QUANTIFIED
ABOVE SLW2
14 LF
0.64 STA
ELW6
1216 LF
12.16 STA
ELW6
1046 LF
10.46 STA
BLW6
1075 LF
2.69 STA
BLW6
1203 LF
3.01 STA
G
R
A
N
D
V
I
E
W
A
V
E
THERMOPLASTIC RIGHT TURN ARROW (RTAW)
THERMOPLASTIC LEFT TURN ARROW (LTAW)
THERMOPLASTIC RAILROAD CROSSING SYMBOL (RRCW)
1
2
3
MNY6
0.43 STA
MNY6
0.43 STA
SHEET
56
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
O
A
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W
A
Y
S
T
R
E
E
T
R
E
C
O
N
S
T
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s
.
d
w
g
2/1
6
/
2
0
2
6
4
:
2
2
P
M
BR
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R
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P
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3
CI
T
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A
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G
I
N
E
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R
I
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D
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P
A
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71
5
M
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B
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T
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T
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R
L
O
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,
I
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5
0
7
0
3
(3
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2
9
1
-
4
3
1
2
P
H
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E
(3
1
9
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2
9
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-
4
2
6
2
F
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F.
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.
2
0
2
6
B
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W
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S
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C
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P
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E
C
T
CO
N
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T
#
11
4
4
SCALE: 1" = 60' HOR
ELW6
QUANTIFIED ON
PREVIOUS SHEET
NOTE:
FACTOR USES 6" PAINT
WIDTH
THERMOPLASTIC RIGHT TURN ARROW (RTAW)
THERMOPLASTIC LEFT TURN ARROW (LTAW)
THERMOPLASTIC RAILROAD CROSSING SYMBOL (RRCW)
1
2
3
SLW2
40 LF
1.60 STA
BLW6
QUANTIFIED ON
PREVIOUS SHEET
BLW6
84 LF
0.21 STA
W. P
A
R
K
E
R
S
T
BLW6
136 LF
0.34 STA
SLW2
15 LF
0.60 STA
SLW2
18 LF
0.72 STA SLW2
28 LF
1.12 STA
BCY6
90 LF
0.23 STA
CLW6
120 LF
2.40 STA
DCY6
70 LF
1.40 STA
CLW6
216 LF
4.32 STA
DCY6
55 LF
1.10 STA
MNY6
0.43 STA
SHEET
57
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
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S
T
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T
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71
5
M
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B
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R
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S
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T
WA
T
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R
L
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,
I
O
W
A
5
0
7
0
3
(3
1
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)
2
9
1
-
4
3
1
2
P
H
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(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
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A
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W
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S
T
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P
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A
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#
11
4
4
SCALE: 1" = 250' HOR
W. DONALD ST
BU
R
T
O
N
A
V
E
LO
N
G
F
E
L
L
O
W
A
V
E
1290 LF
OF SILT FENCE
40 LF
OF 6" WATTLE
INLET PROTECTION (2)
PRE & POST CONSTRUCTION
30 LF OF
SILT FENCE
30 LF OF
SILT FENCE
30 LF OF
SILT FENCE
VIRGINIA ST
1633 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
1522 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
2239 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
946 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
531 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
1289 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
111 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
INLET PROTECTION (2)
INLET PROTECTION (2)
SHEET
58
DATE: 2/16/2026
L:
\
C
O
N
T
1
1
4
4
-
F
Y
2
0
2
6
B
R
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A
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W
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Y
S
T
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T
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C
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S
T
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2/
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P
P
P
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71
5
M
U
L
B
E
R
R
Y
S
T
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E
T
WA
T
E
R
L
O
O
,
I
O
W
A
5
0
7
0
3
(3
1
9
)
2
9
1
-
4
3
1
2
P
H
O
N
E
(3
1
9
)
2
9
1
-
4
2
6
2
F
A
X
F.
Y
.
2
0
2
6
B
R
O
A
D
W
A
Y
S
T
R
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T
RE
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
CO
N
T
R
A
C
T
#
11
4
4
SCALE: 1" = 250' HOR
GR
A
N
D
V
I
E
W
A
V
E
AV
O
N
A
V
E
1432 LF
OF SILT FENCE
W. PARKER ST
30 LF OF
SILT FENCE
30 LF OF
SILT FENCE
30 LF OF
SILT FENCE
30 LF OF
SILT FENCE
1040 LF OF
SILT FENCE
DROP IN INLET
PROTECTION DEVICE
DROP IN INLET
PROTECTION DEVICE
BREES ST
1944 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
963 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
1892 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
1451 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
1750 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
718 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
559 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
75 SY
TYPE 1 HYDRAULIC SEEDING
W/ MECHANICALLY-BONDED FIBER MATRIX (MBFM)
INLET PROTECTION (2)