HomeMy WebLinkAboutCont #1143 - Final PlansSHEET
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DATE: 2/26/2026
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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.
W. RIDGEWAY AVE. - CONTRACTOR TO ALLOW FOR TRAFFIC IN ONE LANE EACH DIRECTION AT ALL TIMES.
14. TRAFFIC SIGNS AND STREET SIGNS:
THE CONTRACTOR SHALL CONTACT THE CITY OF WATERLOO TRAFFIC OPERATIONS DEPARTMENT TO HAVE ANY 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. 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.
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 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. NO 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 VALVEWATER VALVE
ST
S
6" PCC SIDEWALK/DRIVEWAY REMOVAL & REPLACE
CURB AND GUTTER REMOVE & REPLACE
MISCELLANEOUS PATCH
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DATE: 2/26/2026
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JEFFERSON ST.
ALL STREETS SHALL BE:
1.5" (ST) SURFACE
2" (ST) INTERMEDIATE
1" INTERLAYER
POWER DOWN REQUIRED
HALSTEAD ST.
28.0'
B-B
EXISTING 8" PCC PAVING
EXISTING 6" PCC PAVING
NOMINAL 41.0' B-B
WIDTH VARIES
NOMINAL 28.0' B-B
WIDTH VARIES AT
CUL DE SAC
KELLY CT.
EXISTING 6" PCC PAVING
REED ST.
31.0'
B-B
EXISTING 6" PCC PAVING
W. RIDGEWAY AVE.EXISTING 8" PCC PAVING
NOMINAL 53.0' B-B
WIDTH VARIES
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SCALE: 1" = 40' HOR
SCALE: 1" = 40' HOR
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REMOVE INTAKE
INSTALL SW-501
EXIST. OUT 10" RCP, 2.30' (SE)
SHIFT BOX AS FAR
SOUTH AS POSSIBLE
REMOVE INTAKE
INSTALL SW-501
EXIST. OUT 10" RCP, 3.40' (SW)
SA MH
MIN. ADJ.
ST MH
MIN. ADJ.
REMOVE INTAKE
INSTALL SW-501
EXIST. OUT 10" RCP, 2.40' (E)
REMOVE INTAKE
INSTALL SW-501
EXIST. OUT 10" RCP, 1.80' (W)
SA MH
MIN. ADJ.
SIDEWALK REMOVAL
(TYP)
PARTIAL DEPTH PATCH
(TYP)
HALSTEAD ST
HALSTEAD ST
C&G R&R
(TYP)
1" INTERLAYER
2" (ST) INTERMEDIATE COURSE
1.5" (ST) SURFACE COURSE
POWER DOWN REQUIRED
NEW 6" PCC ALLEY
= 21.0 SY
NEW 6" PCC ALLEY
= 14.1 SY
NEW 6" PCC ALLEY
= 15.6 SY
MIL WEDGE
MIL WEDGE
5.0'
15.5'
5.0'
5.0'
8.4'
8.4'
14.1'
5.0'
5.0'
5.0'
7.7'
7.0'
14.9'5.0'
SHEET
7
HA
L
S
T
E
A
D
S
T
SI
D
E
W
A
L
K
-
S
H
I
L
L
I
A
M
A
V
E
DATE: 2/26/2026
L:\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
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H
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l
s
t
e
a
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S
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a
l
s
t
e
a
d
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
0
A
M
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SHILLIAM AVE
11.1 SY OF 6"
PCC SIDEWALK
63 SY OF EXCAVATION AND
SEEDING FOR HALSTEAD ST AND
SHILLIAM AVE SIDEWALKS.
HA
L
S
T
E
A
D
S
T
HA
L
S
T
E
A
D
S
T
SHILLIAM AVE
19.2 SY OF
4" PCC SIDEWALK 20 SF OF DETECTABLE
WARNING DEVICE
20 SF OF DETECTABLE
WARNING DEVICE
11.0 SY OF
4" PCC SIDEWALK
9.9 SY OF 6"
PCC SIDEWALK
R&R 8" C&G
30" WIDE = 5 LF
R&R 8" C&G
30" WIDE = 13 LF
R&R 8" C&G
30" WIDE = 8 LF
R&R 8" C&G
30" WIDE = 6 LF
SCALE: 1" = 10' HOR
SIDEWALK CURB MAY BE REQUIRED
(FIELD VERIFY)
9+
1
7
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
SHEET
8
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
J
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f
f
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s
o
n
S
t
\
J
e
f
f
e
r
s
o
n
.
d
w
g
2/2
6
/
2
0
2
6
9
:
4
0
A
M
JE
F
F
E
R
S
O
N
S
T
R
E
E
T
PA
V
I
N
G
-
W
.
6
T
H
S
T
T
O
S
T
A
.
2
0
+
5
0
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR
SCALE: 1" = 40' HOR
W.
6
T
H
S
T
W.
7
T
H
S
T
W.
8
T
H
S
T
SW-501
MINOR ADJ.
RISER
ST MH
MINOR ADJ. (2)
MILL WEDGE
(TYP)
SIDEWALK REMOVAL
(TYP)
SA MH
MINOR ADJ. (4)
ST INTAKE
U.A.C.
PARTIAL DEPTH PATCH
(TYP)
SIDEWALK REMOVAL
(TYP)
MILL WEDGE
(TYP)
PARTIAL DEPTH PATCH
(TYP)
ST INTAKE
U.A.C.ST INTAKE
U.A.C.
SW-505
MINOR ADJ.
RISER
SW-501
MINOR ADJ.
RISER
SW-501
MINOR ADJ.
RISER
ST MH
MINOR ADJ. (2)
SA MH
MINOR ADJ. (2)
FULL DEPTH PATCH,
8" PCC = 4.2 SY
FULL DEPTH PATCH,
8" PCC = 5.9 SY
1" INTERLAYER
2" (ST) INTERMEDIATE COURSE
1.5" (ST) SURFACE COURSE
POWER DOWN REQUIRED
C&G R&R
(TYP)
C&G R&R
(TYP)
C
N
R
A
I
L
R
O
A
D
21
+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
26
+
0
0
27
+
0
0
28
+
0
0
29
+
0
0
29
+
2
9
SHEET
9
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
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f
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s
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f
f
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s
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n
.
d
w
g
2/2
6
/
2
0
2
6
9
:
4
0
A
M
JE
F
F
E
R
S
O
N
S
T
R
E
E
T
PA
V
I
N
G
-
S
T
A
.
2
0
+
5
0
T
O
W
.
1
1
T
H
S
T
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR
SCALE: 1" = 40' HOR
W.
9
T
H
S
T
W.
1
0
T
H
S
T
W.
1
1
T
H
S
T
SIDEWALK REMOVAL
(TYP)
PARTIAL DEPTH PATCH
(TYP)
SW-505
MINOR ADJ.
RISER
SW-501
MINOR ADJ.
RISER
ST MH
MINOR ADJ.
SA MH
MINOR ADJ. (4)
FULL DEPTH PATCH,
8" PCC = 4.0 SY
PARTIAL DEPTH PATCH
(TYP)
MILL WEDGE
(TYP)
MILL WEDGE
(TYP)
ST MH
MINOR ADJ.
SW-505
MINOR ADJ.
RISER
SW-501
MINOR ADJ.
RISER
SW-505
MINOR ADJ.
RISER
SW-505
MINOR ADJ.
RISER
ST MH
MINOR ADJ. (2)
ST INTAKE
U.A.C.
SW-501
MINOR ADJ.
RISER
SA MH
MINOR ADJ. (3)
1" INTERLAYER
2" INTERMEDIATE COURSE
1.5" SURFACE COURSE
POWER DOWN REQUIRED
5.
0
'
5.0'
10
.
9
'
18.4'
9.
3
'
5.0'
17.0'
5.
0
'
5.0'
5.
0
'
16.7'
8.
9
'
15.8'
9.
2
'
SHEET
10
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
J
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f
f
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s
o
n
S
t
\
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f
f
e
r
s
o
n
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
0
A
M
JE
F
F
E
R
S
O
N
S
T
R
E
E
T
SI
D
E
W
A
L
K
-
W
.
7
T
H
S
T
.
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
175 SY OF EXCAVATION AND
SEEDING FOR W. 7TH ST. AND
JEFFERSON ST. SIDEWALKS
R&R 9.5" C&G
24" WIDE = 23 LF
SCALE: 1" = 10' HOR
R&R 9.5" C&G
24" WIDE = 19 LF
R&R 9.5" C&G
24" WIDE = 19 LF
R&R 9.5" C&G
24" WIDE = 20 LF
W.
7
T
H
S
T
JEFFERSON ST
19.5 SY OF 6"
PCC SIDEWALK
20.5 SY OF
4" PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
20 SF OF DETECTABLE
WARNING DEVICE
20 SF OF DETECTABLE
WARNING DEVICE
20 SF OF DETECTABLE
WARNING DEVICE
20.1 SY OF
4" PCC SIDEWALK
17.5 SY OF 6"
PCC SIDEWALK
17.1 SY OF 6"
PCC SIDEWALK
13.9 SY OF
4" PCC SIDEWALK
17.0 SY OF 6"
PCC SIDEWALK
SIDEWALK CURB MAY BE REQUIRED
(FIELD VERIFY)
13
.
3
'
18.3'
13
.
5
'
18.7'
5.0'
5.0
'
19.2'
13
.
7
'
17.9'
12
.
8
'
SHEET
11
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
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f
f
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s
o
n
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t
\
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f
f
e
r
s
o
n
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
0
A
M
JE
F
F
E
R
S
O
N
S
T
R
E
E
T
SI
D
E
W
A
L
K
-
W
.
8
T
H
S
T
.
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
109 SY OF EXCAVATION AND
SEEDING FOR W. 8TH ST. AND
JEFFERSON ST. SIDEWALKS
R&R 9.5" C&G
24" WIDE = 20 LF
W.
8
T
H
S
T
JEFFERSON ST
R&R 9.5" C&G
24" WIDE = 19 LF
R&R 9.5" C&G
24" WIDE = 20 LF
R&R 9.5" C&G
24" WIDE = 18 LF
SCALE: 1" = 10' HOR
21.5 SY OF 6"
PCC SIDEWALK
8.4 SY OF
4" PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
20.5 SY OF 6"
PCC SIDEWALK
20.5 SY OF 6"
PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
20 SF OF DETECTABLE
WARNING DEVICE
20 SF OF DETECTABLE
WARNING DEVICE
21.9 SY OF 6"
PCC SIDEWALK
21
+
0
0
13
.
1
'
14.0'
13
.
1
'
13.5'
5.0'
5.
0
'
18.6'
13
.
4
'
5.0'
5.
0
'
18.5'
13
.
9
'
SHEET
12
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
J
e
f
f
e
r
s
o
n
S
t
\
J
e
f
f
e
r
s
o
n
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
0
A
M
JE
F
F
E
R
S
O
N
S
T
R
E
E
T
SI
D
E
W
A
L
K
-
W
.
9
T
H
S
T
.
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
148 SY OF EXCAVATION AND
SEEDING FOR W. 9TH ST. AND
JEFFERSON ST. SIDEWALKS
R&R 9.5" C&G
24" WIDE = 20 LF
W.
9
T
H
S
T
JEFFERSON ST
R&R 9.5" C&G
24" WIDE = 19 LF
R&R 9.5" C&G
24" WIDE = 19 LF R&R 9.5" C&G
24" WIDE = 19 LF
SCALE: 1" = 10' HOR
14.2 SY OF
4" PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
17.7 SY OF 6"
PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
18.0 SY OF 6"
PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
21.3 SY OF 6"
PCC SIDEWALK
14.3 SY OF
4" PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
21.6 SY OF 6"
PCC SIDEWALK
5.0'
5.
0
'
13
.
3
'
18.8'
5.0'
5.
0
'
13
.
8
'
18.4'
5.0'
5.0
'
18.2'
13
.
0
'
5.0'
5.
0
'
18.3'
13
.
3
'
SHEET
13
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
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f
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s
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f
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s
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n
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
0
A
M
JE
F
F
E
R
S
O
N
S
T
R
E
E
T
SI
D
E
W
A
L
K
-
W
.
1
0
T
H
S
T
.
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
137 SY OF EXCAVATION AND
SEEDING FOR W. 10TH ST. AND
JEFFERSON ST. SIDEWALKS
R&R 9.5" C&G
24" WIDE = 20 LF
W.
1
0
T
H
S
T
JEFFERSON ST
R&R 9.5" C&G
24" WIDE = 18 LF
R&R 9.5" C&G
24" WIDE = 21 LFR&R 9.5" C&G
24" WIDE = 20 LF
SCALE: 1" = 10' HOR
8.4 SY OF
4" PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
21.5 SY OF 6"
PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
21.3 SY OF 6"
PCC SIDEWALK
8.4 SY OF
4" PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
8.4 SY OF
4" PCC SIDEWALK
21.0 SY OF 6"
PCC SIDEWALK
20 SF OF DETECTABLE
WARNING DEVICE
8.4 SY OF
4" PCC SIDEWALK
20.8 SY OF 6"
PCC SIDEWALK
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
9+
1
7
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
RR
RR
RR
SCALE: 1" = 40' HOR
W.
6
T
H
S
T
W.
7
T
H
S
T
W.
8
T
H
S
T
SHEET
14
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
J
e
f
f
e
r
s
o
n
S
t
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e
f
f
e
r
s
o
n
.
d
w
g
2/2
6
/
2
0
2
6
9
:
4
0
A
M
JE
F
F
E
R
S
O
N
S
T
R
E
E
T
ST
R
I
P
I
N
G
-
W
.
6
T
H
S
T
T
O
S
T
A
.
2
0
+
5
0
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR SLW4
155 LF
1.55 STA
BLW4
120 LF
0.30 STA
RRCW
x 3
SLW2
12 LF
0.24 STA
BLW4
300 LF
0.75 STA
DCY4
222 LF
4.44 STA
RTAW
x 2
BLW4
300 LF
0.75 STA
NOTE:
FACTOR USES 4" PAINT WIDTH
26
+
0
0
27
+
0
0
28
+
0
0
29
+
0
0
29
+
2
9
21
+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
SCALE: 1" = 40' HOR
W.
9
T
H
S
T
W.
1
0
T
H
S
T
W.
1
1
T
H
S
T
SHEET
15
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
J
e
f
f
e
r
s
o
n
S
t
\
J
e
f
f
e
r
s
o
n
.
d
w
g
2/2
6
/
2
0
2
6
9
:
4
0
A
M
JE
F
F
E
R
S
O
N
S
T
R
E
E
T
ST
R
I
P
I
N
G
-
S
T
A
.
2
0
+
5
0
T
O
W
.
1
1
T
H
S
T
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR
BLW4
300 LF
0.75 STA
BLW4
276 LF
0.69 STA
NOTE:
FACTOR USES 4" PAINT WIDTH
9+
5
5
10
+
0
0
11
+
0
0
12
+
0
0
13+
0
0
13+3
4
7'
139'
SHEET
16
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
K
e
l
l
e
y
C
t
\
K
e
l
l
y
C
t
.
d
w
g
2/2
6
/
2
0
2
6
9
:
4
1
A
M
KE
L
L
Y
C
O
U
R
T
PA
V
I
N
G
-
1
0
0
B
L
K
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR
RA
I
N
B
O
W
D
R
MILL = 108 SY
(SEE DETAIL)
MILL WEDGE
7'
2"
MILL GUTTER DETAIL
1" INTERLAYER
2" INTERMEDIATE COURSE
1.5" SURFACE COURSE
POWER DOWN REQUIRED
KELLY CT
SA MH
MINOR ADJ.
NOTE:
DO NOT BLOCK OFF EXISTING TRENCH DRAIN / SUMP PUMP
OUTLETS THROUGH CURB.
W
W
W
W W
WW
W
W W
9+
6
2
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
15
+
7
7
SHEET
17
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
R
e
e
d
S
t
\
R
e
e
d
S
t
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
1
A
M
RE
E
D
S
T
R
E
E
T
PA
V
I
N
G
-
W
.
P
A
R
K
E
R
T
O
W
.
A
R
L
I
N
G
T
O
N
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR
SCALE: 1" = 40' HOR
W.
P
A
R
K
E
R
S
T
.
W.
A
R
L
I
N
G
T
O
N
S
T
.
SA MH
MIN. ADJ.
UMAR
REMOVE INTAKE
INSTALL SW-507
EXIST. OUT 10" RCP 1.90' (E)
ST MH
MIN. ADJ.
UMAR
ST MH
MIN. ADJ.
MILL WEDGE
MILL WEDGE
1" INTERLAYER
2" INTERMEDIATE COURSE
1.5" SURFACE COURSE
POWER DOWN REQUIRED
REMOVE INTAKE
INSTALL SW-507
EXIST. OUT 10" RCP 2.10' (W)
REMOVE INTAKE
INSTALL SW-507
EXIST. OUT 10" RCP 1.80' (E)
REMOVE INTAKE
INSTALL SW-507
EXIST. OUT 10" RCP 1.90' (W)
PARTIAL DEPTH PATCHING
(TYP)
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
SHEET
18
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
R
i
d
g
e
w
a
y
A
v
e
\
R
i
d
g
e
w
a
y
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
1
A
M
W.
R
I
D
G
E
W
A
Y
A
V
E
.
PA
V
I
N
G
-
W
.
4
T
H
S
T
T
O
S
T
A
2
0
+
5
0
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR
W. 4T
H
S
T
.
W.
R
I
D
G
E
D
R
.
W. RIDGEWAY AVE
W. RIDGEWAY AVE
PARTIAL DEPTH PATCH (TYP)
PARTIAL DEPTH PATCH (TYP)
MILL WEDGE
(TYP)
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
SA MH
MIN. ADJ.
SA MH
MIN. ADJ.
SA MH
MIN. ADJ.
SA MH
MIN. ADJ.
ST MH
MIN. ADJ.
C&G R&R
(TYP)
SIDEWALK REMOVAL
(TYP)
FULL DEPTH PATCH
8" PCC, M-4 = 59 SY
MILL WEDGE
(TYP)
1" INTERLAYER
2" (ST) INTERMEDIATE COURSE
1.5" (ST) SURFACE COURSE
POWER DOWN REQUIRED
21
+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
25
+
0
0
26
+
0
0
27
+
0
0
28
+
0
0
29
+
0
0
29
+
5
0
SHEET
19
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
R
i
d
g
e
w
a
y
A
v
e
\
R
i
d
g
e
w
a
y
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
1
A
M
W.
R
I
D
G
E
W
A
Y
A
V
E
.
PA
V
I
N
G
-
S
T
A
2
0
+
5
0
T
O
A
N
S
B
O
R
O
U
G
H
A
V
E
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR
A
N
S
B
O
R
O
U
G
H
A
V
E
.
W. RIDGEWAY AVE
W. RIDGEWAY AVE
PARTIAL DEPTH PATCH (TYP)
MILL WEDGE
(TYP)
ST INTAKE
U.A.C.
SA MH
MIN. ADJ.
ST INTAKE
U.A.C.ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
ST INTAKE
U.A.C.
SA MH
MIN. ADJ.
QUANTIFIED
ON PREVIOUS
SHEET
PARTIAL DEPTH PATCH (TYP)
1" INTERLAYER
2" (ST) INTERMEDIATE COURSE
1.5" (ST) SURFACE COURSE
POWER DOWN REQUIRED
8.0'
8.0'19.1'
8.7'
6.3'
4.0'
5.7'
4.0'
24.5'
13.8'
12.2'
4.0'
4.0'
4.0'
SHEET
20
W.
R
I
D
G
E
W
A
Y
A
V
E
SI
D
E
W
A
L
K
-
W
.
4
T
H
S
T
.
DATE: 2/26/2026
L:\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
R
i
d
g
e
w
a
y
A
v
e
\
R
i
d
g
e
w
a
y
.
d
w
g
2/2
6
/
2
0
2
6
9
:
4
1
A
M
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
W. RIDGEWAY AVE
W. 4
T
H
S
T
W. RIDGEWAY AVE
W. 4
T
H
S
T
W. RIDGEWAY AVE
W. 4
T
H
S
T
7.1 SY OF
6" PCC SIDEWALK
24 SF OF DETECTABLE
WARNING DEVICE
19.1 SY OF 6"
PCC SIDEWALK
5.3 SY OF
4" PCC SIDEWALK
17.2 SY OF 6"
PCC SIDEWALK
30 SF OF DETECTABLE
WARNING DEVICE
3.6 SY OF
4" PCC SIDEWALK
6.8 SY OF 6"
PCC SIDEWALK
8 SF OF DETECTABLE
WARNING DEVICE
96 SY OF EXCAVATION AND
SEEDING FOR W. 4TH ST AND
W. RIDGEWAY AVE SIDEWALKS
R&R 9.5" C&G
24" WIDE = 12 LF
R&R 9.5" C&G
24" WIDE = 12 LF
R&R 9.5" C&G
24" WIDE = 18 LFR&R 9.5" C&G
24" WIDE = 18 LF
SCALE: 1" = 10' HOR
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
WWWW
WWWWW
W
WWWW
WWWWW
W
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
SHEET
21
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
R
i
d
g
e
w
a
y
A
v
e
\
R
i
d
g
e
w
a
y
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
1
A
M
W.
R
I
D
G
E
W
A
Y
A
V
E
.
ST
R
I
P
I
N
G
-
W
.
4
T
H
S
T
T
O
S
T
A
2
0
+
5
0
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR
W. 4T
H
S
T
.
W. RIDGEWAY AVE
W. RIDGEWAY AVE
W.
R
I
D
G
E
D
R
CLW6
314 LF
6.28 STA
SLW2
78 LF
4.68 STA
NOTE:
FACTOR USES 4" PAINT WIDTH
SLW4
110 LF
1.10 STA
BLW4
1606 LF
4.02 STA
(WB TOTAL LENGTH)
BLW4
1655 LF
4.14 STA
(EB TOTAL LENGTH)
SLW2
20 LF
1.20 STA
DCY4
662 LF
13.24 STA
CHY8
78 LF
1.56 STA
DCY4
904 LF
18.08 STA
DCY4 &
SLW4
8 LF
0.24 STA
LTAW
x 2
21
+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
25
+
0
0
26
+
0
0
WW
W W
WWW
WW
W
25
+
0
0
26
+
0
0
27
+
0
0
28
+
0
0
29
+
0
0
29
+
5
0
W
WW W
WW
W WW
W
SHEET
22
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
R
i
d
g
e
w
a
y
A
v
e
\
R
i
d
g
e
w
a
y
.
d
w
g
2/
2
6
/
2
0
2
6
9
:
4
1
A
M
W.
R
I
D
G
E
W
A
Y
A
V
E
.
ST
R
I
P
I
N
G
-
S
T
A
2
0
+
5
0
T
O
A
N
S
B
O
R
O
U
G
H
A
V
E
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 40' HOR
A
N
S
B
O
R
O
U
G
H
A
V
E
.
W. RIDGEWAY AVE
W. RIDGEWAY AVE
QUANTIFIED
ON PREVIOUS
SHEET
NOTE:
FACTOR USES 4" PAINT WIDTH
W. 9
T
H
S
T
G
R
A
N
T
A
V
E
SHEET
23
DATE: 2/26/2026
L:
\
C
O
N
T
1
1
4
3
-
F
Y
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
P
R
O
G
R
A
M
\
J
e
f
f
e
r
s
o
n
S
t
\
J
e
f
f
e
r
s
o
n
.
d
w
g
2/2
6
/
2
0
2
6
9
:
4
1
A
M
11
0
0
G
R
A
N
T
A
V
E
N
U
E
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
FY
2
0
2
6
A
S
P
H
A
L
T
O
V
E
R
L
A
Y
PR
O
G
R
A
M
CO
N
T
R
A
C
T
#
11
4
3
SCALE: 1" = 20' HOR
R&R 7" C&G,
24" WIDE = 76 LF
REMOVE PAVED PARKING = 87.2 SY,
REPLACE W/ 6" TOPSOIL
1100 GRANT AVE
CONTRACTOR TO PROTECT EXISTING SIDEWALK.