HomeMy WebLinkAboutCONSTRUCTION PLANS PDF9/15/2025
All
SHEET
2
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
3
A
M
GE
N
E
R
A
L
N
O
T
E
S
A
N
D
P
L
A
N
L
E
G
E
N
D
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
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 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. 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 PROPERTY PINS, 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. PER IOWA CODE SECTION 355.6A, ANY MONUMENT DISTURBED DURING THE CONSTRUCTION OF A PUBLIC IMPROVEMENT SHALL BE PRESERVED AND
REPLACED. CONTRACTOR IS HEREBY NOTIFIED IF DURING CONSTRUCTION, A MONUMENT IS DISCOVERED THAT WILL BE AFFECTED BY CONSTRUCTION,
THEY ARE TO IMMEDIATELY CONTACT THE ENGINEER. CONTRACTOR SHALL NOT CONTINUE THEIR OPERATIONS IF THOSE OPERATIONS WILL DISTURB
THE MONUMENT UNTIL THE ENGINEER HAS DETERMINED METHODS THAT WILL PRESERVE THE MONUMENT AND ALLOW CONSTRUCTION TO CONTINUE. IT
IS RECOMMENDED THAT THE CONTRACTOR AND ENGINEER REVIEW LOCATIONS WHERE POSSIBLE DISTURBANCES MAY OCCUR PRIOR TO
CONSTRUCTION TO REDUCE DELAYS.
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS, EXCEPT WHERE NOTED
IN THE 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. CONSTRUCTION STAKING IS REQUIRED FOR THIS CONTRACT AND WILL BE PROVIDED BY THE CITY OF WATERLOO. PLEASE ALLOW FOR A 48 HOUR NOTICE.
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
ELECTRIC 291-4669
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
H. STREET DEPARTMENT 291-4267
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
CABLE TV LINE
HYDRANT
TREE
E
TV
GUY WIRE
UTILITY POLE
GAS VALVEWATER VALVE
ST
S
6" PCC SIDEWALK/DRIVEWAY REMOVAL & REPLACE
CURB AND GUTTER REMOVE & REPLACE
MISCELLANEOUS PATCH
FY
2
0
2
6
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SHEET
3
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
7
A
M
ES
T
I
M
A
T
E
D
Q
U
A
N
T
I
T
I
E
S
A
N
D
E
S
T
I
M
A
T
E
RE
F
E
R
E
N
C
E
I
N
F
O
R
M
A
T
I
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
FY
2
0
2
6
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SHEET
I.0
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
3
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
DI
V
I
S
I
O
N
1
-
S
I
D
E
W
A
L
K
IN
F
I
L
L
SI
D
E
W
A
L
K
I
N
F
I
L
L
L
O
C
A
T
I
O
N
M
A
P
INFILL LOCATIONS
AN
S
B
R
O
U
G
H
A
V
E
JOHNSON ST
E DALE ST
10
+
0
0
10
+
5
0
11
+
0
0
856.48
VPI: 10+
1
0
.
0
0
856.54
VPI: 10+50.00
856.00
HPC: 10+00.93 HPT:
1
0
+
1
4
.
7
7
HPC:
1
0
+
5
3
.
3
4
HPT: 10+70.54
ESTIMATED QUANTITIES
SIDEWALK, PCC, 4": 672.5 SF
SIDEWALK CURB: 18.6 LF
EXCAVATION, CLASS 10: 2302.0 SF
HYDROSEEDING: 1629.6 SF
R=40.0'
855.94
855.94 855.94
R=40.0'
-1
.
5
%
-1
.
5
%
-1
.
5
%
-1
.
5
%
-1
.
5
%
-2
.
0
%
WS
855.94
856
858
860
CL
E
l
e
v
Sta
t
i
o
n
s
85
6
.
2
4
85
6
.
5
4
85
6
.
3
4
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
11
+
0
0
.
0
0
10
+
2
5
.
0
0
10
+
7
5
.
0
0
11
+
2
5
.
0
0
10
+
0
0
.
0
0
10
+
1
0
.
0
0
10
+
5
0
.
0
0
2.97%-1.34%
0.00%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
EL
E
V
=
8
5
6
.
2
4
PV
I
S
T
A
=
1
0
+
1
0
.
0
0
EL
E
V
=
8
5
6
.
5
4
PV
I
S
T
A
=
1
0
+
5
0
.
0
0
EL
E
V
=
8
5
6
.
0
0
SHEET
I.1
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
5
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
AN
S
B
O
R
O
U
G
H
A
V
E
.
1
O
F
4
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
ANSBOROUGH AVE
PEBBLE HILL LLC
1130 ANSBOROUGH AVE
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
EXISTING GROUND
PROPOSED GROUND
SCALE: 1" = 10' HOR
1" = 5' VER
*PROPOSED SIDEWALK IS 4FT WIDE
UN
I
V
E
R
S
I
T
Y
A
V
E
EDGE OF PARKING LOT
10
+
5
0
11
+
0
0
11+50
VPI: 11+50.00
856.00
VPI: 11+60.00
855.70
HPC:
1
0
+
5
3
.
3
4
HPT: 10+70.54
ESTIMATED QUANTITIES
SIDEWALK, PCC, 4": 672.5 SF
SIDEWALK CURB: 18.6 LF
EXCAVATION, CLASS 10: 2302.0 SF
HYDROSEEDING: 1629.6 SF
R=40.0'
855.94 855.94
855.94
-1
.
5
%
-1
.
5
%
-1
.
5
%
-1
.
5
%
-1
.
5
%
-1
.
6
%
G G G G
WS
11+62.70
855.94
856
858
860
856
858
860
CL
E
l
e
v
Sta
t
i
o
n
s
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
85
6
.
0
0
85
5
.
7
0
85
5
.
7
1
10
+
6
0
.
0
0
10
+
6
1
.
9
4
10
+
7
0
.
5
4
10
+
7
5
.
0
0
10
+
8
9
.
8
0
10
+
9
9
.
1
2
11
+
0
0
.
0
0
11
+
2
5
.
0
0
11
+
3
5
.
1
1
11
+
5
0
.
0
0
11
+
6
0
.
0
0
11
+
6
5
.
0
0
0.15%
0.00%-3.00%
PV
I
S
T
A
=
1
1
+
5
0
.
0
0
EL
E
V
=
8
5
6
.
0
0
PV
I
S
T
A
=
1
1
+
6
0
.
0
0
EL
E
V
=
8
5
5
.
7
0
SHEET
I.2
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
1
0
:
0
1
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
AN
S
B
O
R
O
U
G
H
A
V
E
.
2
O
F
4
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
ANSBOROUGH AVE
UN
I
V
E
R
S
I
T
Y
A
V
E
FR
O
N
T
A
G
E
R
D
EXISTING GROUND
PROPOSED GROUND
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
PEBBLE HILL LLC
1130 ANSBOROUGH AVE
BEAM CURB
(HEIGHT VARIES).
REFER TO SHEET D.1 FOR SPECS
SEE ANSBOROUGH AVE
RAMPS SHEETS
SCALE: 1" = 10' HOR
1" = 5' VER
GUY WIRE TO BE
RELOCATED
BY OTHERS
*PROPOSED SIDEWALK IS 4FT WIDE
12
+
5
0
13
+
0
0
13
+
5
0
VPI: 12+28.88
855.80
VPI: 12+43.60
856.47 VPI: 13+01.50
856.28
VPI: 13+15.68
856.53
VPI: 13+39.80
857.94
VPI: 13+51.35
857.94
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 143.7 SF
REMOVE DRIVEWAY: 234.0 SF
SIDEWALK, PCC, 4": 784.7 SF
SIDEWALK, PCC, 5": 103.2 SF
SIDEWALK CURB: 126 LF
DRIVEWAY, PCC, 5": 123.7 SF
30" C&G R&R, 8.5": 30.7 LF
EXCAVATION, CLASS 10: 2414.5 SF
HYDROSEEDING: 1629.8 SF
WATER VALVE ADJ:1 EA
G G G G G G G G G G G G
W W W W W W W W W W W
WS
WS
WS
13.7'
22.4'
856
858
860
CL
E
l
e
v
Sta
t
i
o
n
s
85
5
.
7
9
85
5
.
8
0
85
6
.
4
7
85
6
.
4
5
85
6
.
3
7
85
6
.
2
9
85
6
.
2
8
85
6
.
2
8
85
6
.
5
2
85
6
.
5
3
85
7
.
0
8
85
7
.
9
4
85
7
.
9
4
85
7
.
9
4
12
+
2
5
.
0
0
12
+
2
8
.
8
8
12
+
4
3
.
6
0
12
+
5
0
.
0
0
12
+
7
5
.
0
0
13
+
0
0
.
0
0
13
+
0
1
.
5
0
13
+
0
1
.
5
1
13
+
1
5
.
2
5
13
+
1
5
.
6
8
13
+
2
5
.
0
0
13
+
3
9
.
8
0
13
+
5
0
.
0
0
13
+
5
1
.
3
5
0.15%
1.76%
5.86%
-0.02%
4.58%
-0.33%
PV
I
S
T
A
=
1
2
+
2
8
.
8
8
EL
E
V
=
8
5
5
.
8
0
PV
I
S
T
A
=
1
2
+
4
3
.
6
0
EL
E
V
=
8
5
6
.
4
7
PV
I
S
T
A
=
1
3
+
0
1
.
5
0
EL
E
V
=
8
5
6
.
2
8
PV
I
S
T
A
=
1
3
+
1
5
.
6
8
EL
E
V
=
8
5
6
.
5
3
PV
I
S
T
A
=
1
3
+
3
9
.
8
0
EL
E
V
=
8
5
7
.
9
4
PV
I
S
T
A
=
1
3
+
5
1
.
3
5
SHEET
I.3
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
7
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
AN
S
B
O
R
O
U
G
H
A
V
E
.
3
O
F
4
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
ANSBOROUGH AVE
UN
I
V
E
R
S
I
T
Y
A
V
E
FR
O
N
T
A
G
E
R
D
SIGN TO BE MOVED BY
CITY TRAFFIC DEPT.
EXISTING GROUND
PROPOSED GROUND
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
SEE ANSBOROUGH AVE
RAMPS SHEETS
SCALE: 1" = 10' HOR
1" = 5' VER
SIDEWALK CURB
(HEIGHT VARIES)
*PROPOSED SIDEWALK IS 4FT WIDE
VILLAGE CREEK
RENTALS LLC
1118 ANSBOROUGH AVE
13
+
5
0
14
+
0
0
14
+
5
0
VPI: 13+39.80
857.94
VPI: 13+51.35
857.94
VPI: 13+67.72
857.60
VPI: 13+79.21
857.64
VPI: 14+16.37
858.19
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 143.7 SF
REMOVE DRIVEWAY: 234.0 SF
SIDEWALK, PCC, 4": 784.7 SF
SIDEWALK, PCC, 5": 103.2 SF
SIDEWALK CURB: 126 LF
DRIVEWAY, PCC, 5": 123.7 SF
30" C&G R&R, 8.5": 30.7 LF
EXCAVATION, CLASS 10: 2414.5 SF
HYDROSEEDING: 1629.8 SF
WATER VALVE ADJ:1 EA
G G G G G G G G G G G
F
F
F
F
W W W W W W W W W W W W
WS
WS
12.0'
16.0'
30.7'
856
858
860
CL
E
l
e
v
Sta
t
i
o
n
s
85
7
.
0
8
85
7
.
9
4
85
7
.
9
4
85
7
.
9
4
85
7
.
6
0
85
7
.
6
1
85
7
.
6
3
85
7
.
6
4
85
7
.
8
4
85
7
.
9
5
85
8
.
0
3
85
7
.
7
6
85
6
.
8
9
13
+
2
5
.
0
0
13
+
3
9
.
8
0
13
+
5
0
.
0
0
13
+
5
1
.
3
5
13
+
6
7
.
7
2
13
+
7
0
.
7
5
13
+
7
5
.
0
0
13
+
7
9
.
2
1
13
+
9
2
.
6
9
14
+
0
0
.
0
0
14
+
1
6
.
3
7
14
+
2
5
.
0
0
14
+
4
2
.
8
5
14
+
4
3
.
1
6
14
+
5
0
.
0
0
5.86%
-0.02%-2.08%
0.35%
1.48%
-4.91%
PV
I
S
T
A
=
1
4
+
4
2
.
8
5
EL
E
V
=
8
5
6
.
8
9
PVI STA:14+16.37
PVI ELEV:858.19
K:3.13
LVC:20.00
BV
C
S
:
1
4
+
0
6
.
3
7
BV
C
E
:
8
5
8
.
0
4
EV
C
S
:
1
4
+
2
6
.
3
7
EV
C
E
:
8
5
7
.
7
0
SHEET
I.4
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
8
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
AN
S
B
O
R
O
U
G
H
A
V
E
.
4
O
F
4
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
ANSBOROUGH AVE
JA
N
N
E
Y
A
V
E
EXISTING GROUND
PROPOSED GROUND
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
SCALE: 1" = 10' HOR
1" = 5' VER
SEE ANSBOROUGH AVE
RAMPS SHEETS
*PROPOSED SIDEWALK IS 4FT WIDE
CEDAR VALLEY COINS &
COLLECTIB
1100 ANSBOROUGH AVEVILLAGE CREEK
RENTALS LLC
1104 ANSBOROUGH AVE
WATER VALVE ADJ
FIBERBOX TO BE
RELOCATED BY OTHERS
855.46
855.40
855.52
855.46
ESTIMATED QUANTITIES
SIDEWALK, PCC, 6": 25.9 SF
DETECTABLE WARNING: 8.0 SF
SAWCUT,1/2" CURB OPENING: 8.0 LF
855.26
855.23
-1.6%
856.24
11+62.70
8.
0
'
-1
.
5
%
-1.6%
-3
.
6
%
4.
0
'
4.0'
5.
1
'
14+50 -4
.
6
%
-2.5%
-1.5%
-1
.
6
%
-1
.
5
%
-1.6%
856.83
856.77
856.89 856.83
856.59
856.34
856.44
856.76
856.93
14+42.85
9.4'
9.
0
'
4.
0
'
4.0'
8.0'
7.
3
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 98.1 SF
SIDEWALK, PCC, 6": 76.3 SF
DETECTABLE WARNING: 16.0 SF
30" C&G R&R, 8.5": 18.4 LF
ESTIMATED QUANTITIES
SIDEWALK, PCC, 6": 32.1 SF
DETECTABLE WARNING: 8.0 SF
SAWCUT, 1/2" CURB OPENING: 8.4 LF
855.80
855.74
855.74
855.68
855.31
855.41
856.48
12+28.88
8.4
'
-1.5%
-1
.
5
%
-4
.
9
%
4.
0
'
4.0'
7.
5
'
SHEET
I.5
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
5
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
AN
S
B
O
R
O
U
G
H
A
V
E
.
R
A
M
P
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
FY
2
0
2
6
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR SCALE: 1" = 5' HOR
SCALE: 1" = 5' HORSCALE: 1" = 5' HOR
UNIVERSITY AVE
FRONTAGE RD
AN
S
B
O
R
O
U
G
H
A
V
E
AN
S
B
O
R
O
U
G
H
A
V
E
UNIVERSITY AVE
FRONTAGE RD
AN
S
B
O
R
O
U
G
H
A
V
E
JANNEY AVE
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
NOTES:
SEE INFILL SIDEALK SHEETS FOR
ADDITIONAL QUANTITIES.
VPI: 100+50.00
856.55
VPI: 101+00.00
856.40
VPI: 101+50.00
-1
.
0
%
-1
.
0
%
-1
.
0
%
856.55
100+33.18
WS
856.61 856.44
856.89
856
858
860
862
CL
E
l
e
v
St
a
t
i
o
n
s
85
6
.
5
1
85
6
.
5
5
85
6
.
5
5
85
6
.
4
8
85
6
.
4
0
85
6
.
6
4
10
0
+
1
5
.
0
0
10
0
+
2
5
.
0
0
10
0
+
3
3
.
1
5
10
0
+
5
0
.
0
0
10
0
+
5
0
.
0
0
10
0
+
7
5
.
0
0
10
1
+
0
0
.
0
0
10
1
+
2
5
.
0
0
0.24%-0.30%0.97%
PV
I
S
T
A
=
1
0
0
+
3
3
.
1
5
EL
E
V
=
8
5
6
.
5
1
PV
I
S
T
A
=
1
0
0
+
5
0
.
0
0
EL
E
V
=
8
5
6
.
5
5
PV
I
S
T
A
=
1
0
1
+
0
0
.
0
0
EL
E
V
=
8
5
6
.
4
0
SHEET
I.6
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
2
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
JO
H
N
S
O
N
S
T
.
1
O
F
2
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
GRACE LUTHERAN CHURCH
905 ALLEN ST
JOHNSON ST
EXISTING GROUND
PROPOSED GROUND
W
7
T
H
S
T
ESTIMATED QUANTITIES:
SIDEWALK, PCC, 4": 1018.1 SF
SIDEWALK CURB: 34 LF
EXCAVATION, CLASS 10: 3115.4 SF
HYDROSEEDING: 2096.4 SF
SCALE: 1" = 10' HOR
1" = 5' VER
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
*PROPOSED SIDEWALK IS 5FT WIDE
SEE JOHNSON ST
RAMPS SHEETS
856.33
856.80
VPI: 101+00.00
856.40
VPI: 101+50.00
856.89
VPI: 101
+
6
2
.
4
2
856.75
VPI: 101+82.56
857.12
HPC: 101+61.28
H
P
T
:
1
0
1
+
6
5
.
3
0
-1.0
%
-1.0
%
-1.0
%
-1
.
0
%
-1
.
0
%
-1
.
0
%
857.54
102+05.17
856.44
856.89
857.51
856.96
856
858
860
85
6
.
4
0
85
6
.
6
4
85
6
.
8
9
85
6
.
7
6
85
6
.
7
5
85
6
.
7
6
85
6
.
8
0
85
6
.
9
8
85
7
.
1
2
85
6
.
5
1
85
6
.
1
8
10
1
+
0
0
.
0
0
10
1
+
2
5
.
0
0
10
1
+
5
0
.
0
0
10
1
+
6
1
.
2
8
10
1
+
6
2
.
4
2
10
1
+
6
3
.
2
9
10
1
+
6
5
.
3
0
10
1
+
7
5
.
0
0
10
1
+
8
2
.
5
6
10
2
+
0
0
.
0
0
10
2
+
0
9
.
4
6
10
2
+
2
2
.
9
0
10
2
+
2
5
.
0
0
0.97%
-1.14%1.88%
-3.51%
PV
I
S
T
A
=
1
0
1
+
0
0
.
0
0
EL
E
V
=
8
5
6
.
4
0
PV
I
S
T
A
=
1
0
1
+
5
0
.
0
0
EL
E
V
=
8
5
6
.
8
9
PV
I
S
T
A
=
1
0
1
+
6
2
.
4
2
EL
E
V
=
8
5
6
.
7
5
PV
I
S
T
A
=
1
0
1
+
8
2
.
5
6
EL
E
V
=
8
5
7
.
1
2
PV
I
S
T
A
=
1
0
2
+
0
9
.
4
6
EL
E
V
=
8
5
6
.
1
8
STA:102+00.01
ELEV:857.58
STA:101+99.98
ELEV:856.51
SHEET
I.7
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
3
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
JO
H
N
S
O
N
S
T
.
2
O
F
2
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
GRACE LUTHERAN CHURCH
905 ALLEN ST
JOHNSON ST
EXISTING GROUND
PROPOSED GROUND
AL
L
E
N
S
T
BEAM CURB TOP LEVEL
LOW POINT IS 2" ABOVE PARKING LOT PAVEMENT.
(HEIGHT VARIES) . REFER TO SHEET D.6 FOR BEAM CURB SPECS
ESTIMATED QUANTITIES:
SIDEWALK, PCC, 4": 1018.1 SF
SIDEWALK CURB: 34 LF
EXCAVATION, CLASS 10: 2096.4 SF
HYDROSEEDING: 2096.4 SF
SCALE: 1" = 10' HOR
1" = 5' VER
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
*PROPOSED SIDEWALK IS 5FT WIDE
SEE RAMP SHEETS FOR RAMP DETAILS
SEE JOHNSON ST
RAMPS SHEETS
856.46
856.44
856.51
856.48
856.56
856.01
856.01
856.39
-2.2%
-2.2%
-0
.
1
%
-1
.
0
%
-1
.
0
%
-1
.
0
%
-1.5%
-1.5%
-1.5%
856.48 856.59
-1
.
0
%
7.2
'
856.55
100+33.18
WSWSWS
5.
0
'
5.0'
20.4'
14
.
6
'
5.
0
'
5.0
856.33
-1
.
0
%
-1.5%
-7.7%
-2.0%
-1
.
5
%
855.43
855.45
856.28
856.18
856.25
-1
.
0
%
1
0
.
1
'
857.54
102+05.17
5.0
'
5.0'
7.8'
855.47
855.63
856.38 856.46
856.46 856.54
857.15
857.21
-7.1%
-1.5%
-1
.
7
%
-6.3%
-1
.
2
%
11
.
5
857.16
5.0'
5.
0
'
10.7'
12.4'4.
9
SHEET
I.8
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
5
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
JO
H
N
S
O
N
S
T
.
R
A
M
P
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
FY
2
0
2
6
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR SCALE: 1" = 5' HOR
JOHNSON ST
A
L
L
E
N
S
T
JOHNSON ST
W
7
T
H
S
T
SCALE: 1" = 5' HOR
A
L
L
E
N
S
T
JOHNSON ST
ESTIMATED QUANTITIES:
REMOVE SIDEWALK: 210.9 SF
SIDEWALK, PCC, 6": 125.7 SF
DETECTABLE WARNING: 10 SF
SAWCUT, 1/2" CURB OPENING: 7.2 LF
ESTIMATED QUANTITIES:
REMOVE SIDEWALK: 150.6 SF
SIDEWALK, PCC, 4": 78.2 SF
SIDEWALK, PCC, 6": 74.1 SF
DETECTABLE WARNING: 10 SF
30" C&G, PCC, 6": 11.5 LF
EXCAVATION, CLASS 10: 116.4 SF
HYDROSEEDING: 116.4 SF
ESTIMATED QUANTITIES:
SIDEWALK, PCC, 6": 64.3 SF
DETECTABLE WARNING: 10 SF
SAWCUT, 1/2" CURB OPENING: 10.1 LF
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
0+
0
0
0+
5
0
1+
0
0
VPI: 0+71.41
872.09
VPI: 1+20.87
871.98
-1
.
5
%
-1
.
5
%
0+58.99
868
870
872
874
CL
E
l
e
v
St
a
t
i
o
n
s
87
2
.
0
2
87
2
.
0
3
87
2
.
1
7
87
2
.
2
2
87
1
.
8
6
87
1
.
9
4
87
2
.
4
0
87
2
.
1
9
0+
5
0
.
0
0
0+
5
1
.
5
4
0+
7
5
.
0
0
0+
7
7
.
7
7
1+
0
0
.
0
0
1+
0
3
.
2
1
1+
2
5
.
0
0
1+
2
9
.
1
4
2.65%-0.21%
-3.65%
PV
I
S
T
A
=
0
+
5
8
.
8
0
EL
E
V
=
8
7
1
.
7
5
PV
I
S
T
A
=
0
+
7
1
.
4
1
EL
E
V
=
8
7
2
.
0
9
PV
I
S
T
A
=
1
+
2
0
.
8
7
EL
E
V
=
8
7
1
.
9
8
SHEET
I.9
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
3
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
E.
D
A
L
E
S
T
.
1
O
F
3
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
CRF RENTALS
2756 E 4TH ST
E DALE ST
EXISTING GROUND
PROPOSED GROUND
SCALE: 1" = 10' HOR
1" = 5' VER
E
4
T
H
S
T
ESTIMATED QUANTITIES: (E. 4TH TO MILDRED)
SIDEWALK, PCC, 4": 1223.5 SF
SIDEWALK, PCC, 5": 109.9 SF
SIDEWALK, PCC, 6": 96.1 SF
ALLEY, PCC, 6": 259.2 SF
GRANULAR SURFACING: 5 TON
EXCAVATION, CLASS 10: 4770.0 SF
HYDROSEEDING: 3553.6 SF
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
*PROPOSED SIDEWALK IS 5FT WIDE
SEE E DALE ST
RAMPS SHEETS
E
4
T
H
S
T
1+
5
0
2+
0
0
2+
5
0
VPI: 1+53.02
870.81
VPI: 2+08.44
870.62
VPI: 2+51.61
872.06
-1
.
5
%
-1
.
5
%
-1
.
5
%
-1
.
5
%
-1
.
5
%
25.2'
19.2'
10.6'
870
872
874
CL
E
l
e
v
St
a
t
i
o
n
s
87
0
.
9
9
87
0
.
8
2
87
0
.
7
2
87
0
.
5
3
87
0
.
5
3
87
0
.
5
4
87
1
.
2
2
87
1
.
5
1
87
1
.
9
6
87
1
.
9
9
1+
5
0
.
0
0
1+
5
5
.
9
5
1+
7
5
.
0
0
1+
8
3
.
0
0
2+
0
0
.
0
0
2+
0
8
.
3
1
2+
2
5
.
0
0
2+
3
6
.
0
3
2+
5
0
.
0
0
2+
6
2
.
1
3
-0.34%
3.33%
-3.65%
PV
I
S
T
A
=
2
+
0
8
.
4
4
EL
E
V
=
8
7
0
.
6
2
PVI STA:2+51.61
PVI ELEV:872.06
K:7.43
LVC:50.00
BV
C
S
:
2
+
2
6
.
6
1
BV
C
E
:
8
7
1
.
2
2
SHEET
I.10
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
5
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
E.
D
A
L
E
S
T
.
2
O
F
3
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
E DALE ST
SCALE: 1" = 10' HOR
1" = 5' VER
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
*PROPOSED SIDEWALK IS 5FT WIDE
EXISTING GROUND
CHASE, CONNER L
520 E DALE ST
PROPOSED GROUND
ESTIMATED QUANTITIES: (E. 4TH TO MILDRED)
SIDEWALK, PCC, 4": 1223.5 SF
SIDEWALK, PCC, 5": 109.9 SF
SIDEWALK, PCC, 6": 96.1 SF
ALLEY, PCC, 6": 259.2 SF
GRANULAR SURFACING: 5 TON
EXCAVATION, CLASS 10: 4770.0 SF
HYDROSEEDING: 3553.6 SF
2+
5
0
3+
0
0
3+
5
0
3+
5
8
-1
.
5
%
VPI: 2+51.61
872.06
VPI: 2+90.53
870.73
VPI: 3+01.38
870.69
-1
.
5
%
-1
.
5
%
867.72
3+39.90
868.5911.4'
868
870
872
874
87
1
.
2
2
87
1
.
5
1
87
1
.
9
6
87
1
.
9
9
87
1
.
9
0
87
1
.
7
3
87
1
.
6
2
87
1
.
4
3
87
0
.
4
5
86
7
.
6
9
2+
2
5
.
0
0
2+
3
6
.
0
3
2+
5
0
.
0
0
2+
6
2
.
1
3
2+
7
5
.
0
0
2+
8
9
.
0
2
3+
0
0
.
0
0
3+
1
4
.
1
2
3+
2
5
.
0
0
3+
4
0
.
3
1
3.33%-3.40%
-0.41%
-5.44
%
PV
I
S
T
A
=
2
+
9
0
.
5
3
EL
E
V
=
8
7
0
.
7
3
PV
I
S
T
A
=
3
+
0
1
.
3
8
EL
E
V
=
8
7
0
.
6
9
PV
I
S
T
A
=
3
+
4
0
.
9
0
EL
E
V
=
8
6
8
.
5
4
HIGH PT STA: 2+51.35
HIGH PT ELEV: 871.64
PVI STA:2+51.61
PVI ELEV:872.06
K:7.43
LVC:50.00
BV
C
S
:
2
+
2
6
.
6
1
BV
C
E
:
8
7
1
.
2
2
EV
C
S
:
2
+
7
6
.
6
1
EV
C
E
:
8
7
1
.
2
1
SHEET
I.11
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
3
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
E.
D
A
L
E
S
T
.
3
O
F
3
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 10' HOR
1" = 5' VER
CHASE, CONNER L
520 E DALE ST
E DALE ST
MI
L
D
R
E
D
S
T
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
SEE E DALE ST
RAMPS SHEETS
EXISTING GROUND
PROPOSED GROUND
ESTIMATED QUANTITIES: (E. 4TH TO MILDRED)
SIDEWALK, PCC, 4": 1223.5 SF
SIDEWALK, PCC, 5": 109.9 SF
SIDEWALK, PCC, 6": 96.1 SF
ALLEY, PCC, 6": 259.2 SF
GRANULAR SURFACING: 5 TON
EXCAVATION, CLASS 10: 4770.0 SF
HYDROSEEDING: 3553.6 SF
872.25
872.11
872.16
872.09
872.09
872.01
871.72
871.80
871.83
871.78
-2.9%
-1
.
5
%
-1.5%
-1.5%
-1
.
5
%
-5.2%
-6
.
8
%
-1
.
3
%
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 103.8 SF
SIDEWALK, PCC, 4": 45.2 SF
SIDEWALK, PCC, 6": 58.7 SF
DETECTABLE WARNING: 20.0 SF
30" C&G R&R, 9": 22.1 LF
EXCAVATION, CLASS 10: 51.5 SF
HYDROSEEDING: 51.5 SF
E DALE ST
E
4
T
H
S
T
2
2
.
1
'
872.26
871.90
5.0'
5.
0
'
2.
8
'
3.
0
'
4.
0
'
5.0'
5.0'
3.3'
3+
5
0
3+
5
8
868.52 868.44
868.52
867.86
867.93
-1
.
5
%
-1.6%
-1.6%
-1
.
5
%
-5.4%
E DALE ST
ESTIMATED QUANTITIES
SIDEWALK, PCC, 6": 66.9 SF
DETECTABLE WARNING: 10.0 SF
SAWCUT, 1/2" CURB OPENING: 8.0 LF
-1
.
5
%
8
.
0
'
867.72
3+39.90
868.53
868.59
5.
0
'
5.0'2.7'
7.7'
0+
5
0
VPI: 0+71.41
872.09
871.95 872.00
871.69
871.76
871.69
871.61
871.64
871.54
871.92
871.47
-0.9%
-3
.
3
%
-1
.
5
%
-2.6%
-2.6%
-1.5%
-2.1%
-1
.
5
%
-1
.
5
%
-1.5%3.
7
%
E DALE ST
E
4
T
H
S
T
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 41.2 SF
SIDEWALK, PCC, 4": 62.1 SF
SIDEWALK, PCC, 6": 44.5 SF
DETECTABLE WARNING: 20.0 SF
30" C&G R&R, 9": 20.8 LF
20.8
'
871.96
0+58.99
871.60
7.
4
'
5.
0
'
5.0'5.9'
4.
5
'
2.0'
2.
0
'
SHEET
I.12
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
I
N
F
I
L
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
6
A
M
SI
D
E
W
A
L
K
I
N
F
I
L
L
E.
D
A
L
E
S
T
.
R
A
M
P
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
FY
2
0
2
6
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR SCALE: 1" = 5' HOR
SCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
R2
R1
R3
R4
R6
R5R7
R8R9
R10
R11
R12
R13
R16
R15
R17
R14
R19
R18
FY
2
0
2
6
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SHEET
S.0
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/1
8
/
2
0
2
5
1
0
:
0
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
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
SI
D
E
W
A
L
K
R
A
M
P
L
O
C
A
T
I
O
N
M
A
P
R20-R37
R42R41
R39
R38
R43
R40
FY
2
0
2
6
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SHEET
S.0A
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
4
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
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
SI
D
E
W
A
L
K
R
A
M
P
L
O
C
A
T
I
O
N
M
A
P
875.08
875.17
875.09
875.15
875.24
875.20
875.09
875.03
874.42
874.43
-1.4%
-2.3%
-1.5%
-
1
.
5
%
-
1
.
5
%
-1.5%
-
7
.
0
%
-0.8%
875.233
.
9
'
4.7'
4
.
0
'
4.0'
4
.
0
'
3
.
6
'
4.4'
4.0'
9
.
0
'
6.0'
4.0'
-
2
.
3
%
-
1
.
1
%
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 96.4 SF
SIDEWALK, PCC, 4": 50.9 SF
SIDEWALK, PCC, 6": 45.5 SF
DETECTABLE WARNING: 8.0 SF
SAW CUT, 1/2" CURB OPENING: 6.0 LF
EXCAVATION, CLASS 10: 96.6 SF
HYDROSEEDING: 96.6 SF
875.68
875.62
874.97
874.91
874.85
874.91
874.52
874.71
874.60
875.35
875.48
874.48
874.47
874.50
-6.4%
-
7
.
2
%
-5.1%
-
6
.
1
%
-0.5%
-1.5%
-
1
.
5
%
-1.5%
-
1
.
5
%
-
2
.
0
%
-5.3%
875.30
9
.
8
'
8.3'
8.4'
7
.
1
'
4
.
0
'
4.0'
4
.
0
'
4.0'
3
.
8
'
3.7'
6.
8
'
-
3
.
4
%
-1.6%
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 163.3 SF
SIDEWALK, PCC, 4": 86.1 SF
SIDEWALK, PCC, 6": 77.2 SF
DETECTABLE WARNING: 16.0 SF
SAW CUT, 1/2" CURB OPENING: 14.6 LF
EXCAVATION, CLASS 10: 152.9 SF
HYDROSEEDING: 152.9 SF
6.6'
SHEET
S.1
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
4
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HORSCALE: 1" = 5' HOR
L
E
S
L
E
E
L
N
FOSTO
R
I
A
D
R
FOSTO
R
I
A
D
R
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R1
.
R
2
4837 FOSTERIA DR
4842 FOSTERIA DR
875.30
875.47
875.29
875.43
875.31
875.24
875.18
875.12
874.62
874.68874.69
875.18
-6.5%-0.5%
-1.4%
-
1
.
5
%
-1.5%
-
1
.
6
%
-
2
.
3
%
-2.4%
-
1
.
5
%
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 150.8 SF
SIDEWALK, PCC, 4": 74.9 SF
SIDEWALK, PCC, 6": 42.7 SF
DETECTABLE WARNING: 8.0 SF
30" C&G R&R, 9": 13.9 LF
SAW CUT, 1/2" CURB OPENING: 6.6 LF
EXCAVATION, CLASS 10: 205.4 SF
HYDROSEEDING: 205.4 SF
-4.3%
-
3
.
1
%
4.0'
3
.
9
'
7
.
2
'
9
.
0
'
7
.
9
'
7.0'
4
.
0
'
4.0'
4
.
0
'
4.0'
13.9'
6.
6
'
1.8'7.6'
5.9'
912.55
912.59
913.09
913.15
913.21
913.15
913.21
913.15
913.21
913.27
913.29
913.24
913.11
913.05
2.0%
-0
.
6
%
-1.5%
-1
.
5
%
-1
.
5
%
-1.5%
0.0
%
-1
.
5
%
-1.5%
-1.5%
-1
.
5
%
-5.3%
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 209.4 SF
SIDEWALK, PCC, 4": 98.1 SF
SIDEWALK, PCC, 6": 51.6 SF
DETECTABLE WARNING: 8.0 SF
30" C&G R&R, 8": 17.0 LF
EXCAVATION, CLASS 10: 328.4 SF
HYDROSEEDING: 328.4 SF
1.
7
%
-1.3%
3.
6
'
8.0'
4.0'
4.2
'
4.0
'
4.0'
4.0
'
4.0'
4.8
'
4.0
'
10.9'
5.6
'
10.8'
4.0'
4.0'
4.0
'
10.4'
17
.
0
'
913.00
15
.
3
'
13
.
4
'
5.4
'
913.06
SHEET
S.2
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
7
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
FOSTO
R
I
A
D
R
L
E
S
L
E
E
L
N
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R.
3
.
R
4
4824 FOSTERIA DR
HA
R
B
I
N
D
R
SCALE: 1" = 5' HOR AUD
U
B
O
N
D
R
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
913.29
913.23
913.17
913.23
912.66
912.72
912.60
914.00
913.83
-4
.
9
%
-1
.
5
%
-1.5%
-1
.
5
%
-1.5%
-6.5%
-2.7%
-1
.
5
%
HA
R
B
I
N
D
R
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 358.6 SF
SIDEWALK, PCC, 4": 270.7 SF
SIDEWALK, PCC, 6": 95.1 SF
DETECTABLE WARNING: 16.0 SF
30" C&G R&R, 8": 10.3 LF
SAW CUT, 1/2" CURB OPENING: 12.9 LF
EXCAVATION, CLASS 10: 350.4 SF
HYDROSEEDING: 340.4 SF
DETECTABLE WARNING: 16.0 SF
30" C&G R&R, 8": 24.8 LF
EXCAVATION, CLASS 10: 221.4 SF
HYDROSEEDING: 221.4 SF
913.66
-4.4%
4.0'
9.2
'
7.7
'
5.8'
35.7'
6.7'
2.2'
10.2'
6.9'
AUD
U
B
O
N
D
R
-2
.
9
%
-1.5%
-1.5%
-3
.
0
%
4.2%
-1.5%
914.26
914.38
913.83
913.77
913.83
913.89
-1
.
5
%
-1
.
5
%
9.2
'
10.9'
4.0
'
4.0
'
4.0'
4.0
'
4.0'
6.0'
913.52
913.55
SHEET
S.3
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
9
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
SALVAGE & REINSTALL
LANDSCAPING
AREA
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R5
913.50
913.49
913.25
913.19
913.31
-2.7%
-5.7%
HA
R
B
I
N
D
R
AUD
U
B
O
N
D
R
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 85.0 SF
SIDEWALK, PCC, 6": 45.6 SF
DETECTABLE WARNING: 8.0 SF
30" C&G R&R, 8": 31.0 LF
EXCAVATION, CLASS 10: 121.5 SF
HYDROSEEDING: 121.5 SF
4.0
'
8.0'
2.0'
-0
.
2
%
4.0'
9.2
'
7.6
'
5.8'
31.0'
-1
.
5
%
913.29
913.35
913.49
913.66
913.72
914.32
914.38
913.78
913.72
913.19
913.25
913.28
914.24
914.37
-4.
6
%
-3.7%
-5
.
4
%
-1.5%
-7
.
2
%
-1.5%
-1
.
5
%
-1.5%
-1
.
5
%
-6.5%-1
.
5
%
-1.7%
HA
R
B
I
N
D
R
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 208.9 SF
SIDEWALK, PCC, 4": 128.4 SF
SIDEWALK, PCC, 6": 80.5 SF
DETECTABLE WARNING: 16.0 SF
30" C&G R&R, 8": 24.8 LF
EXCAVATION, CLASS 10: 221.4 SF
HYDROSEEDING: 221.4 SF
-3.2%
-1
.
5
%
4.1'
12.
1
'
4.0'
4.0
'
4.0
'
4.0'
4.0
'
16.2'
7.2'
1.7'
6.9
'
2.0
'
9.
7
'
14.
8
'
913.99
SHEET
S.4
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
8
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HORSCALE: 1" = 5' HOR
AUD
U
B
O
N
D
R
HA
R
B
I
N
D
R
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
EX. WV
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R6
.
R
7
938.69 938.73
938.73
938.87
938.95
939.10
939.12
939.06
939.12
939.18
940.05
939.97
939.39
939.41
-2
.
3
%
-6.3%
-3
.
2
%
-2.0%
-7
.
6
%
-1.5%
-1
.
5
%
-1.5%
-1
.
5
%
-6.8%0.
0
%
-1.8%
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 179.5 SF
SIDEWALK, PCC, 4": 114.0 SF
SIDEWALK, PCC, 6": 65.5 SF
DETECTABLE WARNING: 16.0 SF
30" C&G R&R, 8": 21.5 LF
EXCAVATION, CLASS 10: 165.5 SF
HYDROSEEDING: 165.5 SF
DAKOTA
D
R
AU
D
U
B
O
N
D
R
-2
.
0
%
-0.5%
4.0'
13.6'
4.
0
'4.0'
4.
0
'
4.
0
'
4.0'
5.3'
2.3'
2.
0
'
939.50
11
.
1
'
2
1
.
5
'
939.41
939.43
939.47
939.90
939.84
939.90
939.96
940.19
940.28
940.55 940.62
-6
.
5
%
-1.5%-2
.
1
%
-1.5%
-1
.
5
%
-1.5%
-1
.
5
%
-3.3%
-4
.
4
%
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 183.5 SF
SIDEWALK, PCC, 4": 113.2 SF
SIDEWALK, PCC, 6": 38.1 SF
DETECTABLE WARNING: 8.0 SF
30" C&G R&R, 8": 9.0 LF
EXCAVATION, CLASS 10: 223.4SF
HYDROSEEDING: 223.4 SF
-2
.
2
%
-1.9%
940.09
4.
0
'
9.3'
4.0'
4.
0
'
4.0'
4.
0
'
8.7'
5.2
'
6.9'
9.0
'
DAKOTA
D
R
AU
D
U
B
O
N
D
R
15
.
0
'
4.0'
6.7'
SHEET
S.5
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
5
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HORSCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R8
.
R
9
876.48
876.38
877.18
877.12
876.34
876.30
876.15
876.23
876.38
876.32
876.42
875.94
876.00
875.83
-3
.
0
%
-2.
0
%
-2
.
4
%
-1
.
5
%
1.0%
1.
0
%
-1.5
%
-6.5
%
-5.1
%
-6.6
%
-
1
.
4
%
-1
.
5
%
876.72
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 161.4 SF
SIDEWALK, PCC, 4": 91.8 SF
SIDEWALK, PCC, 6": 69.6 SF
DETECTABLE WARNING: 16.0 SF
SAW CUT, 1/2" CURB OPENING: 14.4 LF
EXCAVATION, CLASS 10: 172.1SF
HYDROSEEDING: 172.1 SF
-1
.
7
%
-1
.
7
%
3.5
'
3.
3
'
12.0
'
7.
5
'
4.0'4.
0
'
4.
0
'4.0'
5.
6
'
2.
9
'
5.8'
2.2'
6.9'7.4'
939.69
939.63
939.57
939.63
939.77
939.82
939.96
940.02
939.28
939.22
938.98
938.90
-
4
.
2
%
-7.2%
-2.7%
-
1
.
6
%
-1.5%
-
1
.
5
%
-1.5%
-
1
.
5
%
-
1
.
5
%
-1.1%
-1.5%
-
0
.
0
%
938.92
939.28
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 190.7 SF
SIDEWALK, PCC, 4": 94.1 SF
SIDEWALK, PCC, 6": 96.6 SF
DETECTABLE WARNING: 16.0 SF
SAW CUT, 1/2" CURB OPENING: 13.2 LF
EXCAVATION, CLASS 10: 195.0 SF
HYDROSEEDING: 195.0SF
-
1
.
6
%
-1.5%
940.00
3
.
8
'
12.3'
4
.
0
'
4.0'
4
.
0
'
4.0'
3.4'
8
.
1
'
9.1'
8
.
4
'
1.
8
'
1.8'
6.
6
'
6.6'
SHEET
S.6
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
1
0
:
0
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
W. 4T
H
S
T
K
I
N
G
S
W
O
O
D
P
L
SCALE: 1" = 5' HOR
DAK
O
T
A
D
R
P
A
R
T
R
I
D
G
E
L
N
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R1
0
.
R
1
1
914.84
914.91
914.70
914.59
914.65
-4.0
%
-1
.
7
%
W. 4T
H
S
T
P
I
N
N
A
C
L
E
P
L
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 38.9 SF
SIDEWALK, PCC, 6": 38.9 SF
DETECTABLE WARNING: 8.0 SF
SAW CUT, 1/2" CURB OPENING: 7.1 LF
EXCAVATION, CLASS 10: 63.1 SF
HYDROSEEDING: 63.1 SF
4.
1
'
6.4'
2.0%
2.5'
7.1'
915.73
915.84
914.79
914.85
914.73
914.79
914.55
914.47
915.23
915.31
915.61
915.69
-4.5
%
-1
.
5
%
-1.5
%
-1
.
5
%
-2.0%
-2.0%
-2.9
%
-5
.
3
%
-
5
.
9
%
-
5
.
2
%
W. 4T
H
S
T
P
I
N
N
A
C
L
E
P
L
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 125.7 SF
SIDEWALK, PCC, 4": 88.9 SF
SIDEWALK, PCC, 6": 31.5 SF
DETECTABLE WARNING: 8.0 SF
SAW CUT, 1/2" CURB OPENING: 8.2 LF
EXCAVATION, CLASS 10: 166.1 SF
HYDROSEEDING: 166.1 SF -1.6
%
3.8'
4.9'
-3.0
%
3.7'
4.
0
'
3.6'
4.
0
'
4.0'
7.0
'
R5.0'
R5.0'
2
.
3
'
2
.
2
'
1.
5
'
1.
5
'
8.
2
'
SHEET
S.7
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
9
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HORSCALE: 1" = 5' HOR
UTILITY PEDESTAL
TO BE RELOCATED
BY UTILITY OWNER
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R1
2
.
R
1
3
4.6'
3.
8
'
3.
8
'
4.0'
LY
N
D
A
R
D
OLYMPIC DR
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 15.3 SF
SIDEWALK, PCC, 6": 15.3 SF
EXCAVATION, CLASS 10: 12.5 SF
HYDROSEEDING: 12.5 SF
-1.0%
-2
.
1
%
-1.3%
-1
.
8
%
-1.5%
-4.7%
-1
.
5
%
931.53
931.62
931.45
931.53
931.34
931.40
930.81
930.69
15.9'
5.
0
'
5.
9
'
6.0'
6.0'
6.0'
KI
M
B
A
L
L
A
V
E
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 149.8 SF
SIDEWALK, PCC, 4": 65.2 SF
SIDEWALK, PCC, 6": 84.5 SF
DETECTABLE WARNING: 10.0 SF
SAWCUT, 12" CURB OPENING : 7.0 LF
EXCAVATION, CLASS 10: 152.9 SF
HYDROSEEDING: 152.9 SF
5.
0
'
7.
0
'
931.53
RACHAEL ST
SHEET
S.8
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
4
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HORSCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R1
4
.
R
1
5
3475
KIMBALL
AVE
938.38
938.34
938.90
938.96
938.93
938.99
1.
5
%
-0.7%
-0.7%
-3
.
2
%
-2.2%
-5.8%
1.
5
%
939.04 939.13
6.
0
'
9.8'
4.
0
'
4.0'
4.
0
'
4.0'
3.
4
'
4.0'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 78.7 SF
SIDEWALK, PCC, 4": 29.8 SF
SIDEWALK, PCC, 6": 48.9 SF
DETECTABLE WARNING: 10.0 SF
SAWCUT, 12" CURB OPENING : 6.0 LF
EXCAVATION, CLASS 10:64.2 SF
HYDROSEEDING: 64.2 SF
PH
E
A
S
A
N
T
L
N
BARRYINGTON DR
938.95
W PARK LN
KI
M
B
A
L
L
A
V
E
12
.
8
'
8.4'
5.
7
'
8.0'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 146.9 SF
SIDEWALK, PCC, 4": 146.9 SF
EXCAVATION, CLASS 10: 27.5 SF
HYDROSEEDING: 27.5 SF
8
.
0
'
9
.
9
'
SHEET
S.9
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
6
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HORSCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R1
6
.
R
1
7
945.88
945.84
945.86
945.86
945.83 945.85
945.88
945.90
945.77
945.86
-1.9%
-0
.
4
%
-0
.
6
%
-0.3%
KI
M
B
A
L
L
A
V
E
W. RIDGEWAY AVE
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 59.1 SF
SIDEWALK, PCC, 4": 59.1 SF
4.5'
5.
7
'
3.0'
5.
0
'
2.
2
'
1.
2
'
3.
1
'
1.
6
'
3.9'
5.0'
945.01
944.82
944.78 944.79
944.79
944.77944.67
944.75
944.98
-0.5%
-0
.
4
%
-1.2%
-1
.
4
%
-0
.
8
%
-1.7%
-3
.
5
%
-2.0%
-0
.
7
%
944.79944.94
-
0
.
0
%
-
0
.
8
%
12
.
3
'
W. RIDGEWAY AVE
KI
M
B
A
L
L
A
V
E
-1.8%
944.84
944.79
-0
.
0
%
-0
.
8
%
-0
.
0
%
5.
2
'
8.4'4.6'
4.
1
'
4.
7
'
4.2'
3.
3
'
8.6'
3.
8
'
14
.
5
'
8.
7
'
7
.
0
'
8.0'
-7.0%
944.76
3.7'
-0
.
9
%
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 291.0 SF
SIDEWALK, PCC, 4": 93.9 SF
SIDEWALK, PCC, 6": 197.1 SF
EXCAVATION, CLASS 10: 105.8 SF
HYDROSEEDING: 105.8 SF
SHEET
S.10
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
1
0
:
0
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HORSCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R1
8
.
R
1
9
875.51
875.62
875.54
875.60
875.52
875.46
875.38
874.69
874.62
-0
.
5
%
-2.6%
-1
.
5
%
-7.6%
-0
.
8
%
-2
.
2
%
0.0%
875.62
-1.5%
-1
.
5
%
-1.5%
3.8
'
5.0'
4.8
'
4.
0
'
9.
4
'
5.0'
4.
0
'
11.2'
6.
0
'
1
1
.
4
'
1
1
.
5
'
16.7
'
BE
L
M
O
N
T
A
V
E
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 143.8 SF
SIDEWALK, PCC, 4": 88.3 SF
SIDEWALK, PCC, 6": 55.3 SF
DETECTABLE WARNING: 8.0 SF
SAWCUT, 1
2" CURB OPENING: 6.0 LF
EXCAVATION, CLASS 10: 105.8 SF
HYDROSEEDING: 105.8 SF
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 52.7 SF
30" C&G R&R, 8": 5.7 LF
EXCAVATION, CLASS 10: 52.7 SF
HYDROSEEDING: 52.7 SF
4.2'
875.64
874.70
874.65
875.06
875.12
875.05 875.12
875.18
875.12
875.10875.10
0.0%
-1.5%
-1.5%
-1.8%
-3.6%
1.
7
%
-1
.
5
%
-1
.
5
%
-0
.
2
%
11.5'
4.0'
7.
9
'
4.0'
4.0'
3.
7
'
4.
0
'
4.
0
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 119.6 SF
SIDEWALK, PCC, 4": 62.2 SF
SIDEWALK, PCC, 6": 57.3 SF
DETECTABLE WARNING: 8.0 SF
SAWCUT, 12" CURB OPENING: 6.0 LF
EXCAVATION, CLASS 10: 91.9 SF
HYDROSEEDING: 91.9 SF
6.
0
'
875.16
SHEET
S.11
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
9
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
SCALE: 1" = 5' HOR
BE
L
M
O
N
T
A
V
E
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R2
0
.
R
2
1
.
R
2
2
438 BELMONT AVE
439 BELMONT AVE
875.40
875.36
875.44
875.26
875.30
875.33
875.35
875.43
874.53
874.96
0.3%
-5.4
%
2.4%
3.6%
-0.8
%
0.
3
%
-2.
0
%
0.
7
%
0.
5
%
6.
0
'
W
.
M
U
L
L
A
N
A
V
E
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 138.9 SF
SIDEWALK, PCC, 4": 82.0 SF
SIDEWALK, PCC, 6": 56.8 SF
DETECTABLE WARNING: 8.0 SF
SAWCUT, 12" CURB OPENING: 6.0 LF
EXCAVATION, CLASS 10: 94.8 SF
HYDROSEEDING: 94.8 SF
8.
5
'
5.0'
4.
0
'
4.
0
'
5.1'
11.4
'
875.30
5.0'
875.20
875.05
875.12
875.04
875.09
875.01
875.04
875.01
-1.9
%
-1.6
%
-0.
6
%
-3.3
%
-0
.
9
%
-0.
8
%
-0.
5
%
-5.
9
%
7.
0
'
W
.
M
U
L
L
A
N
A
V
E
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 124.8 SF
SIDEWALK, PCC, 4": 57.1 SF
SIDEWALK, PCC, 6": 67.7 SF
DETECTABLE WARNING: 10.0 SF
SAWCUT, 12" CURB OPENING: 7.0 LF
EXCAVATION, CLASS 10: 77.5 SF
HYDROSEEDING:77.5 SF
4.5'
4.
4
'
3.
3
'
-0.
8
%
5.
0
'
4.5'
4.5
'
5.
0
'
11.
3
'
874.33
874.41
875.12
SHEET
S.12
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
2
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
SCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R2
3
.
R
2
4
1201 W MULLAN AVE
NEXT TO 439 BELMONT AVE
REVIEW BY
FORESTRY
DEPARTMENT
7.
1
'
874.68
-3.7%
874.75
874.82
874.75
874.32
874.27
874.96
874.90
874.76
874.78
5
.
0
'
-
1
.
4
%
-1.3%
-1.4%
-
0
.
9
%
-
0
.
6
%
11.9'
9.
1
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 275.9 SF
SIDEWALK, PCC, 4": 156.7 SF
SIDEWALK, PCC, 6": 67.5 SF
DETECTABLE WARNING: 10 SF
30" C&G R&R, 8": 9.0 LF
SAWCUT, 12" CURB OPENING: 7.1 LF
EXCAVATION, CLASS 10: 192.1 SF
HYDROSEEDING: 192.1 SF
4.8'
1
6
.
0
'
9
.
6
'
1.2%
0.4%
10.9
'
10.7
'
5.
1
'
5.4'
5.3'
5.0'
5
.
1
'
-
1
.
4
%
874.90
7.
1
'
-6.0%
874.77
874.20
874.09
874.84
-1
.
8
%
874.18
ESTIMATED QUANTITIES
SIDEWALK, PCC, 6": 67.0 SF
DETECTABLE WARNING: 10 SF
SAWCUT, 12" CURB OPENING: 7.1 LF
EXCAVATION, CLASS 10: 110.6 SF
HYDROSEEDING: 43.7 SF
-
1
.
4
%
5
.
0
'
4.4
'
10.
0
'
10
.
3
'
15.
2
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 48.1 SF
30" C&G R&R, 8": 15.2 LF
EXCAVATION, CLASS 10: 83.6 SF
HYDROSEEDING: 83.6 SF
SHEET
S.13
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
1
0
:
0
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
SCALE: 1" = 5' HOR
W
E
S
T
E
R
N
A
V
E
SCALE: 1" = 5' HOR
W
E
S
T
E
R
N
A
V
E
W. MULLAN AVE
W
E
S
T
E
R
N
A
V
E
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R2
5
.
R
2
6
.
R
2
7
1119 W MULLAN AVE
1119 W MULLAN AVE
106 WESTERN AVE
876.25
-1
.
6
%
-1
.
6
%
-1.6%
-1.6%
876.17
876.09 876.17
876.43
876.44
876.18
876.10
875.74 875.75
-0.2%-4.1%
-3
.
5
%
7.0'
5.0'
5.
0
'
5.2'5.5'
11
.
0
'
10.8
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 62.2 SF
30" C&G R&R, 8": 10.8 LF
EXCAVATION, CLASS 10: 85.0 SF
HYDROSEEDING: 85.0 SF
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 77.3 SF
SIDEWALK, PCC, 4": 77.3 SF
SIDEWALK, PCC, 6": 66.2 SF
DETECTABLE WARNING: 10 SF
SAWCUT, 12" CURB OPENING: 7.0 LF
EXCAVATION, CLASS 10: 159.4 SF
HYDROSEEDING: 93.2 SF
5.
0
'
5.0'
-1
.
7
%
-0
.
2
%
6.8'
1
1
.
4
'
11
.
6
'
4.1'
876.29
SHEET
S.14
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
7
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR OA
K
L
A
W
N
A
V
E
W. MULLAN AVE
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R2
8
.
R
2
9
436 OAKLAWN AVE
875.91
876.39
-3
.
7
%
875.84
876.48
876.07
876.06
-1
.
6
%
-1.6%
-2.3%
3.7%
7.0'
11
.
0
'
5.9'
5.
0
'
5.0'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 66.0 SF
SIDEWALK, PCC, 4": 64.7 SF
SIDEWALK, PCC, 6": 66.1 SF
DETECTABLE WARNING: 10 SF
SAWCUT, 12" CURB OPENING: 7.0 LF
EXCAVATION, CLASS 10: 161.9 SF
HYDROSEEDING: 95.7 SF
0.
2
%
-1
.
7
%
5.
1
'
5.
2
'
6.9'
876.32
9.2'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 51.6 SF
30" C&G R&R, 8": 9.2 LF
EXCAVATION, CLASS 10: 73.9 SF
HYDROSEEDING: 73.9 SF
11
.
2
'
11
.
2
'
5.2'
4.1'
9.
5
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 55.2 SF
30" C&G R&R, 8": 9.5 LF
EXCAVATION, CLASS 10: 78.2 SF
HYDROSEEDING: 78.2 SF
4.1'
11.
4
'
11.
7
'
5.5
'
SHEET
S.15
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
6
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
W. MULLAN AVE
W. MULLAN AVE
SCALE: 1" = 5' HOR
W
.
M
U
L
L
A
N
A
V
E
SCALE: 1" = 5' HOR
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R3
0
.
R
3
1
.
R
3
2
1103 W MULLAN AVE
1101 W MULLAVE
1017 W MULLAN AVE
936 W MULLAN AVE
876.62
876.53
876.60
876.52
876.52
876.45
876.52 876.65
876.21
876.23
-1
.
5
%
-1.9%
-1.5%
-1
.
5
%
-1.5%
2.6%
7.
0
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 67.3 SF
SIDEWALK, PCC, 4": 66.1 SF
SIDEWALK, PCC, 6": 66.0 SF
DETECTABLE WARNING: 10 SF
SAWCUT, 12" CURB OPENING: 7.0 LF
EXCAVATION, CLASS 10: 161.1 SF
HYDROSEEDING: 95.1 SF
-0
.
4
%
-2
.
2
%
-2.4%
3.
7
'
5.1'
5.
0
'
5.0'
5.0'
5.
0
'
4.
5
'
876.56
10.9'
877.47877.49
877.32
877.40
877.40
877.48
877.51
877.61
876.52
876.51
-1
.
6
%
-0.3%
-2.0%
-1
.
6
%
-1.6%
-1.6%
7.
0
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 69.7 SF
SIDEWALK, PCC, 4": 65.5 SF
SIDEWALK, PCC, 6": 69.0 SF
DETECTABLE WARNING: 10 SF
SAWCUT, 12" CURB OPENING: 7.0 LF
EXCAVATION, CLASS 10: 166.9 SF
HYDROSEEDING: 97.9 SF
-7.4%
-3
.
1
%
-3
.
0
%
4.
0
'
3.
8
'
5.0'
5.
0
'
5.0'
5.
0
'
5.4'
5.3'
11.5'
877.44
SHEET
S.16
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
1
0
:
0
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
OA
K
L
A
W
N
A
V
E
SCALE: 1" = 5' HOR
OA
K
L
A
W
N
A
V
E
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R3
3
.
R
3
4
436 OAKLAWN AVE
435 OAKLAWN AVE
936 W MULLAN AVE
-2.4
%
-
0
.
8
%
-1.5
%
-1.5
%
-
0
.
8
%
-0
.
0
%
880.26
880.14
880.28
880.20
880.32
880.24
880.36
880.36
880.01
880.01
5.0'
4.
4
'
5
.
0
'
5
.
0
'
3.
9
'
13.2
'
1
3
.
3
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 66.5 SF
SIDEWALK, PCC, 4": 66.5 SF
SIDEWALK, PCC, 6": 79.9 SF
DETECTABLE WARNING: 10.0 SF
30" C&G R&R, 8": 13.3LF
EXCAVATION, CLASS 10: 168.2 SF
HYDROSEEDING: 88.3 SF
L
O
C
U
S
T
S
T
-1.6
%
0
.
8
%
-
2
.
1
%
880.28
-0.1
%
5.0'
880.57
879.72
879.72
880.55
880.37
880.41
880.36
880.32
879.46
879.44
-
0
.
0
%
0.
4
%
-
1
.
1
%
0.8%
-
1
.
0
%
0.9%
7.
0
'
6.0'
17.2
'
18.7
'
18.8
'
5.
0
'
1
8
.
1
'
1
8
.
0
'
5.
0
'
5.0'
5
.
0
'5.0'
1
7
.
6
'W MU
L
L
A
N
A
V
E
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 219.0 SF
SIDEWALK, PCC, 4": 25.0 SF
SIDEWALK, PCC, 6": 218.9 SF
DETECTABLE WARNING: 20.0 SF
30" C&G R&R, 8": 17.2 LF
SAWCUT, 12" CURB OPENING: 13.0 LF
EXCAVATION, CLASS 10: 225.7 SF
HYDROSEEDING: 236.7 SF
L
O
C
U
S
T
S
T
-
5
.
1
%
-3.5
%
-0.2
%
SHEET
S.17
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
8
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR SCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R3
5
.
R
3
6
104 LOCUST ST
935 W MULLAN AVE
880.42
880.62
880.49
880.41
880.49
880.41
880.45
880.38
879.51
879.46
0.0%
-
1
.
5
%
-
1
.
5
%
-0.0%
-
4
.
0
%
-
1
.
4
%
0.8%
-1.0%
7.1'
5.0'
5
.
0
'
5
.
0
'
5
.
0
'
5.0'
5
.
0
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 69.6 SF
SIDEWALK, PCC, 4": 69.6 SF
SIDEWALK, PCC, 6": 102.4 SF
DETECTABLE WARNING: 10.0 SF
SAWCUT, 12" CURB OPENING: 7.1 LF
EXCAVATION, CLASS 10: 243.1 SF
HYDROSEEDING: 140.7 SF
W MU
L
L
A
N
A
V
E
-1.7%
0.8%
-
5
.
4
%
4.9'
1
7
.
1
'
880.43
846.03
846.05
846.03
845.97
-0
.
4
%
-0
.
5
%
-1.3
%
-0.4
%
6.
0
'
5.
0
'
4.5'
4.5'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 24.8 SF
SIDEWALK, PCC, 6": 24.8 SF
DETECTABLE WARNING: 10.0 SF
SAWCUT, 12" CURB OPENING: 6.0 LF
EXCAVATION, CLASS 10: 9.0 SF
HYDROSEEDING: 9.0 SF
C
E
D
A
R
S
T
W 2N
D
S
T
SHEET
S.18
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
7
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R3
7
.
R
3
8
932 W MULLAN AVE
SCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
TIE IN TO
EXISTING
CURB (BT-5)
325 COMMERCIAL ST
845.05
845.04
844.88
844.91
844.79
845.29
845.22
844.75
844.61
-0.1
%
-2.
6
%
-3.
5
%
0.6%
-1.5
%
-0.
8
%
-1.5
%
-1.
5
%
-0.8
%
844.77
844.97
-5.0
%
-0.
6
%
844.87
-1.
4
%
15.3'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 256.8 SF
SIDEWALK, PCC, 4": 109.4 SF
SIDEWALK, PCC, 6":70.3 SF
SIDEWALK, PCC, CLASS A: 77.0 SF
DETECTABLE WARNING: 27.4 SF
SAWCUT, 1
2" CURB OPENING: 15.3 LF
EXCAVATION, CLASS 10: 60.0 SF
HYDROSEEDING: 60.0 SF
C
O
M
M
E
R
C
I
A
L
S
T
W 6T
H
S
T
5.
8
'
6.0
'
8.5'
6.0'
4.
3
'
9.8'
6.0
'
5.
0
'
5.
0
'
5.8'
7.7
'
4.
1
'
844.86
844.92
844.96
868.00
868.02
868.06
868.04
868.02
867.53
867.40
-0.4
%
-0
.
5
%
-0
.
0
%
-0
.
3
%
-0
.
5
%
-3
.
4
%
5.0'
10
.
6
'
15
.
3
'
3.
8
'
6.
6
'
16
.
5
'
7.
7
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 180.6 SF
SIDEWALK, PCC, 4": 86.7 SF
SIDEWALK, PCC, 6": 93.9 SF
DETECTABLE WARNING: 10.0 SF
SAWCUT, 12" CURB OPENING: 7.7 LF
EXCAVATION, CLASS 10: 130.0 SF
HYDROSEEDING: 130.0 SF
W 1
1
T
H
S
T
S
B
U
S
2
1
8
SHEET
S.19
DATE: 9/18/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
4
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR SCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R3
9
.
R
4
0
MH ADJUSTMENT
TO BE
DONE BY OTHERS
-1.
5
%
-1
.
5
%
-1.5
%
-1
.
5
%
-5.7
%
-5.7
%
-2.
8
%
842.54
843.61
843.54
843.69
843.61
843.02
842.46
843.39
7.
0
'
7.0
'
18.3
'
5.
0
'
5.0'
5.
0
'
5.0'
16
.
7
'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 234.0 SF
SIDEWALK, PCC, 4": 25.0 SF
SIDEWALK, PCC, 6":209.0 SF
DETECTABLE WARNING: 10.0 SF
SAWCUT, 12" CURB OPENING: 14.0 LF
EXCAVATION, CLASS 10:157.0 SF
HYDROSEEDING: 157.0 SF
B
L
A
C
K
H
A
W
K
S
T
W 13
T
H
S
T
843.69
2
4
9
7
843.54 843.66
843.32
843.25
843.17
843.25
841.98
842.10
2.4%
-2
.
9
%
-1.5%
-1.5%
-
6
.
1
%
-1
.
5
%
-1
.
5
%
5.0'
10
.
8
'
5.0'
5.
0
'
5.
0
'
5.0'
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 178.8 SF
SIDEWALK, PCC, 4": 79.0 SF
SIDEWALK, PCC, 6": 100 SF
DETECTABLE WARNING: 10.0 SF
30" C&G R&R, 9": 10.9 LF
EXCAVATION, CLASS 10:169.6 SF
HYDROSEEDING: 169.6 SF
W 13TH ST
843.53
10.9'
B
L
A
C
K
H
A
W
K
S
T
SHEET
S.20
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
8
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR SCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R4
1
.
R
4
2
-2
.
4
%
-1.5
%
-3
.
6
%
843.94
-1.
5
%
P.I.
843.73
844.03
844.12
844.03
843.69
843.90
843.76
843.64
843.54
844.22
844.28
844.13
844.00
844.02
844.01843.96
843.94
-1.
5
%
-1.5
%
-1.5
%
-2
.
0
%
-1.4
%
-1.7
%
-5.
9
%
-0.7
%
-1.
9
%
-1
.
6
%
844.12
843.88
6.
5
'
6.
8
'
6.2'
8.9
'
6.
8
'
9.5'
3.5'
6.0'
5.
0
'
6.
0
'
6.0'
6.0'
6.
0
'
39.0'
6.0'
W. 5
T
H
S
T
L
A
F
A
Y
E
T
T
E
S
T
ESTIMATED QUANTITIES
REMOVE SIDEWALK: 348.8 SF
SIDEWALK, PCC, 6": 354.4 SF
30" C&G R&R, 9": 39.0 LF
DETECTABLE WARNING: 24.0 SF
844.25
SHEET
S.21
DATE: 9/18/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
R
A
M
P
S
-
D
a
n
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
2
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
SCALE: 1" = 5' HOR
REMOVAL DATE:
CONCRETE DATE:
GRADING DATE:
PAY EST #
DI
V
I
S
I
O
N
2
-
S
I
D
E
W
A
L
K
RA
M
P
R
E
P
A
I
R
S
R4
3
FY
2
0
2
5
S
I
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
4
CO
N
T
R
A
C
T
#
11
3
1
SHEET
T.0
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
2
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
DI
V
I
S
I
O
N
3
-
T
R
A
I
L
R
E
P
A
I
R
S
TR
A
I
L
R
E
P
A
I
R
L
O
C
A
T
I
O
N
M
A
P
T.7
T.2 T.3 T.4 T.5 T.6
20'
10'
40'10'120'
10'
SHEET
T.1
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
R
A
I
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
4
A
M
DI
V
I
S
I
O
N
3
-
T
R
A
I
L
R
E
P
A
I
R
S
W.
S
H
A
U
L
I
S
R
D
T
R
A
I
L
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
6" TRAIL REPAIR
TRAIL REMOVAL = 600 SF
6" PCC TRAIL = 600 SF
SEEDING ,TYPE 1 = 240SF
4901 SERGEANT RD
W. SHAULIS RD
SCALE: 1" = 40'
SCALE: 1" = 40'
W. SHAULIS RD
2950 W. SHAULIS RD
SE
R
G
E
A
N
T
R
D
4901 SERGEANT RD
6" TRAIL REPAIR
TRAIL REMOVAL = 1300 SF
6" PCC TRAIL = 1300 SF
SEEDING ,TYPE 1 = 520SF
NOTES:
SEEDING ESTIMATED AT 2'
BEYOND EDGE OF TRAIL.
TARGET CROSS SLOPE IS
1.5% FOR TRAIL PAVING.
60'
10'
100'
10'
SHEET
T.2
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
R
A
I
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
8
A
M
DI
V
I
S
I
O
N
3
-
T
R
A
I
L
R
E
P
A
I
R
S
W.
S
H
A
U
L
I
S
R
D
T
R
A
I
L
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
6" TRAIL REPAIR
TRAIL REMOVAL = 600 SF
6" PCC TRAIL = 600 SF
SEEDING ,TYPE 1 = 240SF
W. SHAULIS RD
SCALE: 1" = 40'
SCALE: 1" = 40'
W. SHAULIS RD
2950 W. SHAULIS RD
6" TRAIL REPAIR
TRAIL REMOVAL = 1000 SF
6" PCC TRAIL = 1000 SF
SEEDING ,TYPE 1 = 400 SF
NOTES:
SEEDING ESTIMATED AT 2'
BEYOND EDGE OF TRAIL.
TARGET CROSS SLOPE IS
1.5% FOR TRAIL PAVING.
2950 W. SHAULIS RD
ELDO
R
A
C
T
EL
D
O
R
A
C
T
10'
190'
43'
10'
SHEET
T.3
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
R
A
I
L
.
d
w
g
9/
1
8
/
2
0
2
5
9
:
5
9
A
M
DI
V
I
S
I
O
N
3
-
T
R
A
I
L
R
E
P
A
I
R
S
W.
S
H
A
U
L
I
S
R
D
T
R
A
I
L
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
6" TRAIL REPAIR
TRAIL REMOVAL = 1900 SF
6" PCC TRAIL = 1900 SF
SEEDING ,TYPE 1 = 760 SF
W. SHAULIS RD
SCALE: 1" = 40'
SCALE: 1" = 40'
W. SHAULIS RD
4932 DU BOIS DR
6" TRAIL REPAIR
PROTECT CONCRETE CUNETTE SOUTH OF TRAIL REPAIR
TRAIL REMOVAL = 430 SF
6" PCC TRAIL = 430 SF
SEEDING ,TYPE 1 = 172 SF
NOTES:
SEEDING ESTIMATED AT 2'
BEYOND EDGE OF TRAIL.
TARGET CROSS SLOPE IS
1.5% FOR TRAIL PAVING.
2950 W. SHAULIS RD
FO
S
T
O
R
I
A
D
R
4926 FOSTORIA DR
4926 FOSTORIA DR
20'
10'60'
10'
SHEET
T.4
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
R
A
I
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
2
A
M
DI
V
I
S
I
O
N
3
-
T
R
A
I
L
R
E
P
A
I
R
S
W.
S
H
A
U
L
I
S
R
D
T
R
A
I
L
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
6" TRAIL REPAIR
TRAIL REMOVAL = 200 SF
6" PCC TRAIL = 200 SF
SEEDING ,TYPE 1 = 80 SF W. SHAULIS RD
SCALE: 1" = 40'
SCALE: 1" = 40'
W. SHAULIS RD
6" TRAIL REPAIR
TRAIL REMOVAL = 600 SF
6" PCC TRAIL = 600 SF
SEEDING ,TYPE 1 = 240 SF
NOTES:
SEEDING ESTIMATED AT 2'
BEYOND EDGE OF TRAIL.
TARGET CROSS SLOPE IS
1.5% FOR TRAIL PAVING.
2741 PRESCOTTS DR
2739 PRESCOTTS DR
4932 DU BOIS DR
2733 PRESCOTTS DR
2721 PRESCOTTS DR
2719 PRESCOTTS DR
2733 PRESCOTTS DR
2721 PRESCOTTS DR
50'
10'
10'40'
30'
10'
SHEET
T.5
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
R
A
I
L
.
d
w
g
9/
1
8
/
2
0
2
5
1
0
:
0
1
A
M
DI
V
I
S
I
O
N
3
-
T
R
A
I
L
R
E
P
A
I
R
S
W.
S
H
A
U
L
I
S
R
D
T
R
A
I
L
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
6" TRAIL REPAIR
TRAIL REMOVAL = 1000 SF
6" PCC TRAIL = 1000 SF
SEEDING ,TYPE 1 = 400 SF
W. SHAULIS RD
SCALE: 1" = 40'
SCALE: 1" = 40'
W. SHAULIS RD
6" TRAIL REPAIR
TRAIL REMOVAL = 300 SF
6" PCC TRAIL = 300 SF
SEEDING ,TYPE 1 = 120 SF
NOTES:
SEEDING ESTIMATED AT 2'
BEYOND EDGE OF TRAIL.
TARGET CROSS SLOPE IS
1.5% FOR TRAIL PAVING.
5018 WILLIAM DR5010 WILLIAM DR 5026 WILLIAM DR 5036 WILLIAM DR 5060 WILLIAM DR 5104 WILLIAM DR
5124 WILLIAM DR
20'
10'
SHEET
T.6
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
R
A
I
L
.
d
w
g
9/
1
8
/
2
0
2
5
9
:
5
6
A
M
DI
V
I
S
I
O
N
3
-
T
R
A
I
L
R
E
P
A
I
R
S
W.
S
H
A
U
L
I
S
R
D
T
R
A
I
L
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
6" TRAIL REPAIR
TRAIL REMOVAL = 200 SF
6" PCC TRAIL = 200 SF
SEEDING ,TYPE 1 = 80 SF
SCALE: 1" = 40'
W. SHAULIS RD
NOTES:
SEEDING ESTIMATED AT 2'
BEYOND EDGE OF TRAIL.
TARGET CROSS SLOPE IS
1.5% FOR TRAIL PAVING.
1407 FALCON RDG 1106 PARTRIDGE LN
FA
L
C
O
N
R
D
G
SHEET
T.7
DATE: 9/17/2025
l:\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
R
A
I
L
.
d
w
g
9/1
8
/
2
0
2
5
9
:
5
6
A
M
DI
V
I
S
I
O
N
3
-
T
R
A
I
L
R
E
P
A
I
R
S
SO
U
T
H
R
I
V
E
R
S
I
D
E
T
R
A
I
L
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
S
I
D
E
W
A
L
K
RA
M
P
&
T
R
A
I
L
R
E
P
A
I
R
P
R
O
G
R
A
M
-
ZO
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
6" HMA FULL DEPTH PATCH
TRAIL REMOVAL = 40 SF
6" HMA TRAIL = 40 SF
SCALE: 1" = 500'
SOU
T
H
R
I
V
E
R
S
I
D
E
T
R
A
I
L
NOTES:
-TRAIL TO BE ACCESSED FROM N HACKETT RD
-CONTRACTOR TO REMOVE AND REPLACEMENT AREAS OF
EXISTING ASPHALT THAT HAVE A SURFACE DEFECT OF
WASHOUT OR RUTTING
-PAVEMENT IS 6" THICK
SHIRLEY WAY
N
H
A
C
K
E
T
T
R
D
GRAND
B
L
V
D
GR
A
N
D
B
L
V
D
6" HMA FULL DEPTH PATCH
TRAIL REMOVAL = 8 SF
6" HMA TRAIL = 8 SF
6" HMA FULL DEPTH PATCH
TRAIL REMOVAL = 7.2 SF
6" HMA TRAIL = 7.2 SF
6" HMA FULL DEPTH PATCH
TRAIL REMOVAL = 277.8 SF
6" HMA TRAIL = 277.8 SF
SHEET
D.1
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/
1
8
/
2
0
2
5
9
:
5
3
A
M
BE
A
M
C
U
R
B
D
E
T
A
I
L
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
MARCH 2014REV.
STANDARD DETAILS FOR SIDEWALKS
EXHIBIT A1
W
ATER L O O
C I TY OF
CITY OF WATERLOO
SIDEWALK AND DRIVEWAY
SPECIFICATIONS
SHEET 1 OF 2
DETAIL 'A'
DETECTABLE WARNINGS
GRASS
DETAIL 'B'
(FLARED CURB)
DETECTABLE WARNING PLACEMENT
PERPENDICULAR RAMPS
PAVEMENT
TYPICAL ACCESSIBILITY RAMP CROSS SECTION
DETECTABLE WARNING PLACEMENT
NON-PERPENDICULAR RAMPS
TYPICAL CITY OF WATERLOO ACCESSIBILITY RAMP LAYOUT
NON-PERPENDICULAR RAMPS
ACCESSIBILITY RAMP DETAIL NOTES:
IF NORMAL LANDING ELEVATION CAN NOT BE ACHIEVED WITH THE ACCESSIBILITY RAMP BETWEEN
THE BACK OF CURB AND THE LANDING (I.E. THE COMMON SQUARE) DUE TO LIMITED LENGTH OR
ELEVATIONS, A PARALLEL RAMP MUST BE INSTALLED. THE LENGTH OF THE PARALLEL RAMP MAY
VARY, HOWEVER IT IS NOT REQUIRED TO EXCEED 15'.
NON-PERPENDICULAR RAMPS: AN AREA OF SPECIAL SHAPING MUST BE PROVIDED AT THE BOTTOM
OF THE RAMP. THIS AREA SHALL ALLOW THE GRADE BREAK AT THE BOTTOM OF THE RAMP TO BE
PERPENDICULAR TO THE RAMP AND SHALL PROVIDE A SMOOTH TRANSITION TO THE GUTTERLINE
FOR WHEELCHAIR ACCESS. MAXIMUM CROSS SLOPE SHALL BE 2%.
PROVIDE 1/2" EXPANSION MATERIAL ON BACK SIDES OF THE LANDING.
PROVIDE DETECTABLE WARNING SURFACE ACROSS FULL WIDTH OF THE RAMP AND A MINIMUM OF 24"
IN WIDTH (DIRECTION OF TRAVEL). SEE SECTION 38 OF THE SIDEWALK SPECIFICATIONS FOR
FURTHER DETECTABLE WARNING INFORMATION.
ISLAND: MINIMUM WIDTH OF THE ISLAND SHALL BE 5' AT THE BACK OF CURB. IF LESS THAN 5', FILL
THE ISLAND WITH PCC AS PER THE TYPICAL ACCESSIBILITY RAMP CROSS SECTION.
LANDING: MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
BACK OF CURB JOINT: SEE IDOT STANDARD ROAD PLAN PV-101 FOR DETAILS.
1
2
3
4
5
6
7
GENERAL CONSTRUCTION NOTES:
A RIGHT-OF-WAY CONSTRUCTION BOND MUST BE APPROVED AND FILED WITH THE CITY BEFORE ANY
PERMIT WILL BE ISSUED FOR WORK WITHIN THE CITY RIGHT-OF-WAY.
PERMITS MAY BE OBTAINED FROM THE CITY ENGINEER'S OFFICE WEEKDAYS BETWEEN 7:30 AND 8:30
A.M. AND 12:30 AND 1:30 P.M.
FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY ENGINEER'S OFFICE AT (319) 291-4312.
PERMITS ARE VALID FOR 180 DAYS (6 MONTHS) FROM THE DATE OF APPROVAL, BUT REGARDLESS OF
WHEN THE PERMIT WAS OBTAINED, ALL PERMITS EXPIRE AT THE END OF THE CURRENT YEAR'S PERMIT
CONSTRUCTION SEASON (TYPICALLY MID-NOVEMBER).
ALL WORK SHALL BE INSPECTED BEFORE PAVING MATERIALS ARE PLACED. AT THE TIME OF
INSPECTION, ALL FORMS MUST BE PLACED AND FINAL GRADE ACHIEVED. INSPECTION REQUESTS
MUST BE MADE 24 HOURS IN ADVANCE.
SEE SIDEWALK AND DRIVEWAY SPECIFICATION SECTION 31 FOR BARRICADING AND TRAFFIC CONTROL
REQUIREMENTS.
STANDARD ACCESSIBILITY RAMP NOTES:
SLOPES COULD BE NEGATIVE DEPENDING ON FIELD CONDITIONS.
SEE SIDEWALK AND DRIVEWAY SPECIFICATION SECTION 38 FOR DETECTABLE WARNING SURFACE
REQUIREMENTS.
ACCESSIBILITY RAMPS SHALL BE MEASURED AND PAID FOR AS "PEDESTRIAN RAMP, 6" PCC". PAY
AREA SHALL BE FROM BACK OF CURB TO THE LANDING. LANDING AND PARALLEL RAMPS (IF NEEDED)
SHALL BE MEASURED AND PAID FOR AS "PCC SIDEWALK, 4" PCC".
DETECTABLE WARNING SURFACES SHALL BE BE MEASURED AND PAID FOR SEPARATELY AS
"PEDESTRIAN RAMP DETECTABLE WARNING SURFACES".
CLASS A SIDEWALK
Sidewalk abuts back of curb and may extend to ROW line
CLASS B SIDEWALK
Sidewalk typically located 1' from the ROW line
SIDEWALK CLASS NOTES:
Maximum cross slope of sidewalk is 2% (including sidewalk through driveways)
Parking slopes:
Less than 10 feet wide: 1/4 inch per foot
Over 10 feet wide: 1/2 inch per foot
Special grades may be specified in the contract documents or by the City Engineer
A
B
Sidewalk width as specified in the
contract documents, 48" minimumW
TYPICAL CITY OF WATERLOO ACCESSIBILITY RAMP LAYOUT
PERPENDICULAR RAMPS
SHEET
D.2
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/
1
8
/
2
0
2
5
1
0
:
0
0
A
M
DE
T
A
I
L
S
H
E
E
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
MARCH 2014REV.
STANDARD DETAILS FOR SIDEWALKS
EXHIBIT A2
W
ATER L O O
C ITY OF
CITY OF WATERLOO
SIDEWALK AND DRIVEWAY
SPECIFICATIONS
SHEET 2 OF 2
SEE DETAIL 'B'
(SHEET A1)
(4' MIN.)W
SEE DETAIL 'A'
(SHEET A1)
TYPICAL CITY OF WATERLOO ACCESSIBILITY RAMP LAYOUT
PERPENDICULAR RAMPS - CLASS A SIDEWALKS
TYPICAL CITY OF WATERLOO ACCESSIBILITY RAMP LAYOUT
NON-PERPENDICULAR RAMPS - CLASS A SIDEWALKS
TYPICAL CITY OF WATERLOO ACCESSIBILITY RAMP LAYOUT
BLENDED TRANSITION - RADIAL DETECTABLE WARNING SURFACES
TYPICAL CITY OF WATERLOO ACCESSIBILITY RAMP LAYOUT
BLENDED TRANSITION - CLASS A SIDEWALKS
RADIAL DETECTABLE WARNING SURFACES
ACCESSIBILITY RAMP DETAIL NOTES:
IF NORMAL LANDING ELEVATION CAN NOT BE ACHIEVED WITH THE
ACCESSIBILITY RAMP BETWEEN THE BACK OF CURB AND THE LANDING (I.E.
THE COMMON SQUARE) DUE TO LIMITED LENGTH OR ELEVATIONS, A
PARALLEL RAMP MUST BE INSTALLED. THE LENGTH OF THE PARALLEL RAMP
MAY VARY, HOWEVER IT IS NOT REQUIRED TO EXCEED 15'.
NON-PERPENDICULAR RAMPS: AN AREA OF SPECIAL SHAPING MUST BE
PROVIDED AT THE BOTTOM OF THE RAMP. THIS AREA SHALL ALLOW THE
GRADE BREAK AT THE BOTTOM OF THE RAMP TO BE PERPENDICULAR TO THE
RAMP AND SHALL PROVIDE A SMOOTH TRANSITION TO THE GUTTERLINE FOR
WHEELCHAIR ACCESS. MAXIMUM CROSS SLOPE SHALL BE 2%.
PROVIDE 1/2" EXPANSION MATERIAL ON BACK SIDES OF THE LANDING.
PROVIDE DETECTABLE WARNING SURFACE ACROSS FULL WIDTH OF THE
RAMP AND A MINIMUM OF 24" IN WIDTH (DIRECTION OF TRAVEL). SEE
SECTION 38 OF THE SIDEWALK SPECIFICATIONS FOR FURTHER DETECTABLE
WARNING INFORMATION.
ISLAND: MINIMUM WIDTH OF THE ISLAND SHALL BE 5' AT THE BACK OF CURB.
IF LESS THAN 5', FILL THE ISLAND WITH PCC AS PER THE TYPICAL
ACCESSIBILITY RAMP CROSS SECTION.
LANDING: MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
BACK OF CURB JOINT: SEE IDOT STANDARD ROAD PLAN PV-101 FOR DETAILS.
1
2
3
4
5
6
7
TYPICAL CITY OF WATERLOO ACCESSIBILITY RAMP LAYOUT
BLENDED TRANSITION - CLASS A SIDEWALKS
PERPENDICULAR DETECTABLE WARNING SURFACES
PERPENDICULAR RAMP
CLASS A SIDEWALKS
COMBINATION RAMP
PARALLEL RAMP
RESTRICTED RIGHT-OF-WAY
TYPICAL CITY OF WATERLOO ACCESSIBILITY RAMP LAYOUT
BLENDED TRANSITION WITH
PERPENDICULAR DETECTABLE WARNING SURFACES
PARALLEL RAMP
WITH CURBED SIDEWALK
GRADE PARKING AS NEEDED
OR DIRECTED BY ENGINEER
TO BLEND EXISTING GRADE
TO SIDEWALK
Sidewalk thickness: 4"
or 6". See contract
documents or
Engineer's direction
Curb height 0" - 8"
See contract
documents or
Engineer's direction
DETAIL 'A'
CURBED SIDEWALK
DETECTABLE WARNINGS
GRASS
Sidewalk width as specified in the
contract documents, 48" minimumW
Grade area between sidewalk and ROW line for positive
drainage towards street.
If grading will require work beyond ROW line, permission
must be sought from and granted by property owner in
writing before starting work.
Front of curb aligned with
back of existing sidewalk
SHEET
D.3
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/
1
8
/
2
0
2
5
9
:
5
2
A
M
DE
T
A
I
L
S
H
E
E
T
2
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
MARCH 2014REV.
W
ATER L O O
C ITYOF
CITY OF WATERLOO
SIDEWALK AND DRIVEWAY
SPECIFICATIONS
STANDARD CURB CUTS AND
DRIVEWAY APPROACHES
EXHIBIT B
(TYP.)
1'
ROW
SIDEWALK SECTION
(4' TYPICAL)
1/2" EXPANISON MATERIAL
PAVEMENTUSE SUITABLE MATERIALS
FOR SUBGRADE
NO SAND!24"12"
DRIVEWAY APPROACH PROFILE
(TYPICAL)
24"
T
REMOVE EXISTING CURB &
GUTTER. REPLACE CURB WITH
CURB DROP WITH 2" CURB LIP.
FULL DEPTH SAW CUT REQUIRED.
BOX-OUT WIDTH IS VARIABLE -
DEPENDS ON EXISTING
PAVEMENT JOINT PATTERN
BOX-OUT JOINT SAWED PER
IDOT STD. PV-101
JOINT
BOX-OUT
AS
REQUIRED.
2" CURB LIPJOINT
AS
REQUIRED.
GENERAL CONSTRUCTION NOTES:
A RIGHT-OF-WAY CONSTRUCTION BOND MUST BE APPROVED AND FILED WITH THE CITY BEFORE ANY PERMIT WILL BE
ISSUED FOR WORK WITHIN THE CITY RIGHT-OF-WAY.
PERMITS MAY BE OBTAINED FROM THE CITY ENGINEER'S OFFICE WEEKDAYS BETWEEN 7:30 AND 8:30 A.M. AND 12:30 AND
1:30 P.M.
FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY ENGINEER'S OFFICE AT (319) 291-4312.
PERMITS ARE VALID FOR 180 DAYS (6 MONTHS) FROM THE DATE OF APPROVAL, BUT REGARDLESS OF WHEN THE PERMIT
WAS OBTAINED, ALL PERMITS EXPIRE AT THE END OF THE CURRENT YEAR'S PERMIT CONSTRUCTION SEASON (TYPICALLY
MID-NOVEMBER).
ALL WORK SHALL BE INSPECTED BEFORE PAVING MATERIALS ARE PLACED. AT THE TIME OF INSPECTION, ALL FORMS
MUST BE PLACED AND FINAL GRADE ACHIEVED. INSPECTION REQUESTS MUST BE MADE 24 HOURS IN ADVANCE.
SEE SIDEWALK AND DRIVEWAY SPECIFICATIONS SECTION 31 FOR BARRICADING AND TRAFFIC CONTROL REQUIREMENTS.
SEE SIDEWALK AND DRIVEWAY SPECIFICATIONS SECTION 24 FOR APPROACH JOINTING REQUIREMENTS.
ASPHALT
6-1/2" MIN.
7-1/2" MIN.COMMERCIAL
RESIDENTIAL
TYPE
TYPE
REQUIRED DRIVE THICKNESS
6" MIN.
CONCRETE
5" MIN.
WIDTH @ BACK OF S/W
DRIVE APPROACH WIDTH TABLE
WIDTH @ BACK OF CURB
DOUBLE
TRIPLE
SINGLE
18' STD. / 20' MAX.
10' STD. / 12' MAX.
26' STD. / 30' MAX.
24' MAX.
32' MAX.
16' MAX.
DRIVEWAY APPROACH WITH BOX-OUT DETAIL A
DETAIL BDRIVEWAY APPROACH WITHOUT BOX-OUT
DRIVEWAY APPROACH NOTES:
TRANSITION THE APPROACH FLARE CURB HEIGHT TO 0" AT THE
FRONT EDGE OF SIDEWALK. DO NOT EXTEND THE FLARE CURB
ACROSS THE SIDEWALK.
DRIVEWAY SIDEWALK SECTION SHALL MATCH DRIVEWAY
APPROACH THICKNESS OR AS PER SPECIFICATION SECTION 13.
IF A TRANSVERSE JOINT IS LOCATED WITHIN 6' (72") OF THE EDGE
OF THE BOX-OUT, EXTEND THE BOX-OUT TO THE JOINT LINE.
ASPHALT STREETS WITH PCC CURB & GUTTER SECTION:
CONSTRUCT A 'BT' TYPE JOINT WITH A MINIMUM OF TWO (2) 24"
LONG, #5 REBARS, EVENLY SPACED AT EACH END OF THE
BOXOUT.
PCC STREETS WITH PCC CURB & GUTTER SECTION: CONSTRUCT
'BT-3' OR 'BT-5' TYPE JOINTS ALONG THE STREET PAVEMENT
EDGES OF THE BOX-OUT
1
2
3
4
5
2
SHEET
D.4
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/
1
8
/
2
0
2
5
9
:
5
9
A
M
DE
T
A
I
L
S
H
E
E
T
3
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
MARCH 2014REV.
W
ATER L O O
C I TYOF
CITY OF WATERLOO
SIDEWALK AND DRIVEWAY
SPECIFICATIONS
EXHIBIT C
STANDARD DETAIL FOR
COMMERCIAL RADIUS
DRIVEWAY APPROACHES
DRIVEWAY APPROACH WITH RADIUS -
CURBED STREETS DETAIL C
DRIVEWAY APPROACH WITH RADIUS -
STREETS WITHOUT CURB
GENERAL CONSTRUCTION NOTES:
A RIGHT-OF-WAY CONSTRUCTION BOND MUST BE APPROVED AND FILED WITH THE CITY BEFORE ANY PERMIT WILL BE ISSUED FOR WORK WITHIN
THE CITY RIGHT-OF-WAY.
PERMITS MAY BE OBTAINED FROM THE CITY ENGINEER'S OFFICE WEEKDAYS BETWEEN 7:30 AND 8:30 A.M. AND 12:30 AND 1:30 P.M.
FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY ENGINEER'S OFFICE AT (319) 291-4312.
PERMITS ARE VALID FOR 180 DAYS (6 MONTHS) FROM THE DATE OF APPROVAL, BUT REGARDLESS OF WHEN THE PERMIT WAS OBTAINED, ALL
PERMITS EXPIRE AT THE END OF THE CURRENT YEAR'S PERMIT CONSTRUCTION SEASON (TYPICALLY MID-NOVEMBER).
ALL WORK SHALL BE INSPECTED BEFORE PAVING MATERIALS ARE PLACED. AT THE TIME OF INSPECTION, ALL FORMS MUST BE PLACED AND
FINAL GRADE ACHIEVED. INSPECTION REQUESTS MUST BE MADE 24 HOURS IN ADVANCE.
SEE SIDEWALK AND DRIVEWAY SPECIFICATIONS SECTION 31 FOR BARRICADING AND TRAFFIC CONTROL REQUIREMENTS.
SEE SIDEWALK AND DRIVEWAY SPECIFICATIONS SECTION 24 FOR APPROACH JOINTING REQUIREMENTS.
ASPHALT
6-1/2" MIN.
7-1/2" MIN.COMMERCIAL
RESIDENTIAL
TYPE
TYPE
REQUIRED DRIVE THICKNESS
6" MIN.
CONCRETE
5" MIN.
WIDTH @ BACK OF S/W
DRIVE APPROACH WIDTH TABLE
WIDTH @ BACK OF CURB
DOUBLE
TRIPLE
SINGLE
24' MAX.
32' MAX.
16' MAX.
CONCRETE HEADER DETAIL
DETAIL D
DRIVEWAY APPROACH NOTES:
TRANSITION THE APPROACH FLARE CURB HEIGHT TO 0" AT THE
FRONT EDGE OF SIDEWALK. DO NOT EXTEND THE FLARE CURB
ACROSS THE SIDEWALK.
DRIVEWAY SIDEWALK SECTION SHALL MATCH DRIVEWAY
APPROACH THICKNESS OR AS PER SPECIFICATION SECTION 13.
IF A TRANSVERSE JOINT IS LOCATED WITHIN 6' (72") OF THE EDGE
OF THE BOX-OUT, EXTEND THE BOX-OUT TO THE JOINT LINE.
ASPHALT STREETS WITH PCC CURB & GUTTER SECTION:
CONSTRUCT A 'BT' TYPE JOINT WITH A MINIMUM OF TWO (2) 24"
LONG, #5 REBARS, EVENLY SPACED AT EACH END OF THE
BOXOUT.
PCC STREETS WITH PCC CURB & GUTTER SECTION: CONSTRUCT
'BT-3' OR 'BT-5' TYPE JOINTS ALONG THE STREET PAVEMENT
EDGES OF THE BOX-OUT
1
2
3
4
5
18' STD. / 20' MAX.
10' STD. / 12' MAX.
26' STD. / 30' MAX.
SHEET
D.5
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/
1
8
/
2
0
2
5
9
:
5
9
A
M
DE
T
A
I
L
S
H
E
E
T
4
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
MARCH 2014REV.
W
ATER L O O
C I TY OF
CITY OF WATERLOO
SIDEWALK AND DRIVEWAY
SPECIFICATIONS
EXHIBIT D
7 Panels or more Removal
Type II w/Light - each end
Type II w/Light - every 4th Panel or as Directed
1 Panel Removal
Type II w/Light - each end
2 Panel Removal
Type II w/Light - each end
3 to 6 Panel Removal
Type II w/Light - each end
Type II w/Light - center
* Warning lights (as needed or directed by the Engineer)
** Rail stripe widths shall be 6 inches, except that 4-inch wide stripes may be used if rail
lengths are less than 36 inches. The sides of barricades facing traffic shall have
retroflective rail faces.
Sand bags may be used on the lower parts of the frame or the stays of the barricades to
provide the required ballast.
Type III Barricade **Type II Barricade **
*
*
Sidewalk Repair Traffic Control Notes
For construction work lasting longer than 3 days, or for construction work in areas with Class 'A' sidewalk (i.e.
downtown area), the contractor shall be required to submit a traffic control plan showing the layout of, and
information on the type of control devices to be used. This traffic control plan shall be approved by the
Engineer before the permit will be issued.
Devices used to channelize pedestrians shall be detectable to users of long canes and visible to persons
having low vision. FHWA MUTCD 2009, Section 6F.63
Where channelizing devices are used to channelize pedestrians, there shall be continuous bottom and top
surfaces detectable to users of long canes. The bottom of the bottom surface shall be no higher than 2 inches
above the ground. The top of the top surface shall be no lower than 32 inches above the ground. FHWA
MUTCD 2009, Section 6F.63
Longitudinal channelizing devices shall be interlocked to delineate or channelize flow. The interlocking
devices shall not have gaps that allow pedestrians to stray from the channelizing gaps. FHWA MUTCD 2009,
Section 6F.71
Individual channelizing devices, tape or rope used to connect individual devices, other discontinuous barriers
and devices, and pavement markings are not detectable by persons with visual disabilities and are incapable
of providing detectable path guidance on temporary or realigned sidewalks or other pedestrian facilities.
FHWA MUTCD 2009, Section 6F.74
Temporary Sidewalk Repair Traffic Control Device Locations
Alley Approach Repair
Traffic Control
Driveway Construction
Traffic Control
Curb repair not in conjunction with driveway or alley approach work shall only
be required to have Type III barricades at the ends of the work area, as shown
in the Driveway Construction Traffic Control detail.
Type II barricades shall be required if work is done within the sidewalk section.
Flashing amber lights shall be required on barricades if the work area exists
overnight.
Orange construction fencing shall be placed around excavations when workers
and/or equipment are not working at the location. Construction fencing shall
only be allowed for work lasting no more than 3 days. If the work will last for
more than 3 days, than detectable pedestrian channelizing devices as
described in Sections 6D and 6F of the 2009 FHWA MUTCD shall be required
(see Sidewalk Repair Traffic Control Notes).
Alley/Driveway Traffic Control Notes
SHEET
D.6
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/
1
8
/
2
0
2
5
9
:
5
4
A
M
DE
T
A
I
L
S
H
E
E
T
5
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1
HOT MIX ASPHALT(HMA)
CONCRETE
DISTANCE FROM CENTERLINE OF
NEAREST RAIL TO FRONT EDGE
OF DETECTABLE WARNING SHALL
BE 12'
6" PCC SIDEWALK W/ DETECTABLE
WARNING SURFACE
8.0% MAX. RUNNING SLOPE
2% MAX. CROSS SLOPE
5' MINIMUM LENGTH OR PER
ENGINEER'S DIRECTION
ASPHALT OR PCC
THICKNESS MATCHES RAILROAD
CROSSING MATERIAL THICKNESS
ASPHALT OR PCC
THICKNESS MATCHES RAILROAD
CROSSING MATERIAL THICKNESS
1" EXPANSION MATERIAL
IF PCC USED
1" EXPANSION MATERIAL
IF PCC USED
SINGLE TRACK CROSSING
MULTIPLE TRACK CROSSING
DISTANCE FROM CENTERLINE OF
NEAREST RAIL TO FRONT EDGE
OF DETECTABLE WARNING SHALL
BE 12'
GENERAL RAILROAD CROSSING NOTES:
Railroads may have varying pedestrian crossing requirements. Prior
to construction, contact the Railroad to determine if they have any
pedestrian crossing approach requirements and verify if the crossing
details shown are acceptable.
6" PCC SIDEWALK W/ DETECTABLE
WARNING SURFACE
8.0% MAX. RUNNING SLOPE
2% MAX. CROSS SLOPE
5' MINIMUM LENGTH OR PER
ENGINEER'S DIRECTION
MODIFIED SUBBASE
RAILROAD TIE
RAILROAD CROSSING MATERIAL DETECTABLE WARNINGS
MARCH 2014REV.
W
ATER L O O
C I TYOF
CITY OF WATERLOO
SIDEWALK AND DRIVEWAY
SPECIFICATIONS
EXHIBIT E
SHEET
D.7
DATE: 9/17/2025
l:
\
c
o
n
t
1
1
3
1
-
f
y
2
0
2
6
s
i
d
e
w
a
l
k
i
n
f
i
l
l
,
s
i
d
e
w
a
l
k
r
a
m
p
&
t
r
a
i
l
r
e
p
a
i
r
p
r
o
g
r
a
m
-
z
o
n
e
5
a
\
C
A
D
\
T
I
T
L
E
S
H
E
E
T
S
.
d
w
g
9/
1
8
/
2
0
2
5
9
:
5
3
A
M
DE
T
A
I
L
S
H
E
E
T
6
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
S
I
D
E
W
A
L
K
I
N
F
I
L
L
,
SI
D
E
W
A
L
K
R
A
M
P
&
T
R
A
I
L
RE
P
A
I
R
P
R
O
G
R
A
M
-
Z
O
N
E
5
A
CO
N
T
R
A
C
T
#
11
3
1