2014-07-28 - Final

BUNKER HILL ROAD TO POPLAR ST.
BETWEEN ASBURY RD.
AND FINLEY ST.
SRF GREEN ALLEY PROJECT
COUNTY OF DUBUQUE -- CITY OF DUBUQUE, IOWA
SRF ALLEY PROJECT - YEAR 2 - SET 2
2014
THE IOWA STATEWIDE URBAN DESIGN SPECIFICATIONS (SUDAS), 2014 EDITION
PLUS CITY OF DUBUQUE SUPPLEMENTAL SPECIFICATIONS, AND SPECIAL
PROVISIONS SHALL APPLY TO CONSTRUCTION ON THIS PROJECT, EXCEPT THE
WATER PORTION OF THIS PROJECT.
DELAWARE ST. REPAVING
FROM ALLEY TO
GRANDVIEW AVE.
THE CITY OF DUBUQUE WATER DISTRIBUTION DIVISION STANDARDS AND
SPECIFICATIONS FOR WATER MAINS AND APPURTENANCES SHALL APPLY TO
CONSTRUCTION ON THIS PROJECT. THEY ARE AVAILABLE ONLINE AT:
http://www.cityofdubuque.org/DocumentCenter/View/15529
CITY OF DUBUQUE SUPPLEMENTAL SPECIFICATIONS ARE AVAILABLE ONLINE AT:
http://www.cityofdubuque.org/DocumentCenter/View/17985
LORAS AVE. TO DELAWARE ST.
BETWEEN ADAIR ST.
AND N GRANDVIEW AVE.
UTILITIES
ONE CALL 1(800)292-8989
WATER
CITY OF DUBUQUE
WATER DIVISION
925 KERPER COURT
DUBUQUE, IOWA.
(563) 589-4303
MIKE BREKKE
ELECTRIC
DUBUQUE, IOWA
DUBUQUE COUNTY
ALLIANT ENERGY IPC
8000 CHAVENELLE Rd.
DUBUQUE, IOWA. 52002
(563) 587-4521
RANDY DUNKEL
SEWER
CITY OF DUBUQUE
ENGINEERING DIVISION
13TH & CENTRAL
DUBUQUE, IOWA.
(563) 589-4270
GUS PSIHOYOS
GAS
BLACK HILLS ENERGY
1015 CEDAR CROSS RD
DUBUQUE, IA. 52003
(563) 585-4026
VICKI WOODYARD
TELEPHONE
CABLE TV
CENTURY LINK
1600 J. F. KENNEDY Rd.
DUBUQUE, IA. 52002
MATT PORTER
(319) 291-9899 OFFICE
BRENT GRIESE
(563) 355-2592 OFFICE
MEDIACOM
3033 ASBURY RD.
DUBUQUE, IOWA.
(515) 249-5848
TIM ORCUTT
CABLE/FIBER
WINDSTREAM
PREPARED BY:
3630 109TH STREET
URBANDALE, IA 50322
(515) 309-1172 OFFICE
(515) 577-4094 CELL
CLARK LUNDY
FEHR GRAHAM
1919 210TH STREET
MANCHESTER, IA 52057
(563) 927-2060 OFFICE
(563) 927-3603 FAX
RYAN WICKS
UTILITIES
CITY OF DUBUQUE PROJECT VICINITY MAP
CUSTER ST. TO DELAWARE ST.
BETWEEN ATLANTIC ST. AND GRANDVIEW AVE.
THE LOCATION OF THE UTILITIES SHOWN ON THESE PLANS
WERE TAKEN FROM FIELD MEASUREMENTS AND EXISTING
PUBLIC RECORDS. THE UTILITIES PRESENT MAY OR MAY
NOT EXIST AS SHOWN. ALSO, ADDITIONAL FACILITIES, OTHER
THAN THOSE SHOWN, MAY BE PRESENT. IT SHALL BE THE
RESPONSIBILITY OF ANYONE MAKING USE OF THESE DOCUMENTS
TO ASCERTAIN THE EXACT LOCATION, SIZE AND ELEVATION
OF ALL UTILITIES THAT MAY BE PRESENT WITHIN THE
I hereby certify that this engineering document was prepared by me
or under my direct personal supervision and that I am a duly
licensed Professional Engineer under the laws of the State of Iowa.
CLAY
DUBUQUE
DUBUQUE COUNTY
PROJECT LOCATION MAP
1-800-292-8989
Ryan M. Wicks, P.E.
License Number 16341
My license renewal date is December 31, 2015.
Pages or sheets covered by this seal: All
Date
R
SHEET INDEX
No. of
SHEETS
SHEET No.
SHEET TITLE
1
A.01
COVER SHEET
1
A.02
GENERAL NOTES & SHEET INDEX
1
A.03
LEGEND
3
B.01 to B.03
DETAILS
2
C.01 to C.02
SPECIAL PROVISIONS
4
C.03 to C.06
EROSION CONTROL PLANS (SWPPP)
8
D1.01 to D1.08
REMOVAL PLANS
16
D2.01 to D2.16
PLAN & PROFILE
6
D3.01 to D3.06
SURFACING PLANS
3
G.01 to G.03
HORIZONTAL & VERTICAL CONTROL PLANS
4
J.01 to J.04
TRAFFIC CONTROL PLANS
11
L.01 to L.11
ELEVATION PLANS
3
M.01 to M.03
WATER LINE PLAN & PROFILE
1
M.04
STORM SEWER PLAN & PROFILE
1
M.05
SANITARY SEWER PLAN & PROFILE
33
W.01 to W.33
98
CROSS-SECTIONS
TOTAL SHEETS IN SET
City of Dubuque
Green Alley
LINE
NO.
ITEM NUMBER
BID ITEM DESCRIPTION
PLAN
QUANTITY
UNIT
R
Division 4050 - Pipe Rehabilitation
LINE
NO.
ITEM NUMBER
BID ITEM DESCRIPTION
PLAN
QUANTITY
Pipe Lining, CIPP, 8"
23
4050-108-A-0
176.00
LF
24
5010-108-A-1
Water Main, Trenched, DIP, 6"
596.00
LF
City of Dubuque Water Distribution specifications apply to all Division 5010 and 5020 work. Pipe shall be encased with corrosion resistant material and bedded on top of 4"
of sand or crushed limestone free of rock larger than 3/4" and foreign material per specifications. Due to LUST sites, DIP only for this project. All gaskets shall be Nitrile
Buna N (acrylonitrile butadiene, NBR). Tracer wire and tracer wire access boxes included in bid item. Disposal of all existing water main materials included in bid item.
25
5010-108-C-1
Fittings, Mega lug, 6"
UNIT
Division 5010 - Pipe and Fittings
Division 1 - General Provisions
1
1090-105-D
Mobilization
1.00
LS
2
2010-108-C-0
Clearing and Grubbing C
1.00
LS
Contractor responsible for neatly trimming all vegetation including trees and shrubs needed for construction located within ROW. All vegetation outside of the ROW shall
not be trimmed unless granted permission by the property owner. All removals noted on the removal sheets and necessary for construction that are not bid items are
included in this bid item.
3
2010-108-D-3
Topsoil, Off-site
20.00
EA
251.00
LBS
Joint restraints required at each fitting joint associated with the water main construction.
Division 2010 - Earthwork, Subgrade, and Subbase
300.00
26
5010-108-C-2
Fittings by Weight, DI
All gaskets shall be Nitrile Buna N (acrylonitrile butadiene, NBR). Fitting weights shall be: 6" Tee 66 lbs, 22.5 Bend 31 lbs, 90 Bend 49 lbs, 6" Sleeve 39 lbs.
Water Service Relocation, Copper, 3/4", Inc New Tap
73.00
LF
Bid item includes locating water service lines, reconnections to existing service lines, new corporations and new curb stops. Removal of old curb stop included in bid item.
Relocation of water service at intersection of N. Grandview and Fillmore included in bid item.
27
5010-108-E-0
28
5020-108-A-0
Valve, Gate, DIP, 6"
15.00
EA
4 valves are needed for the water main portion of the project. The remaining valves control storm water discharge. Lid of storm water control valves shall be labeled
"storm". All gaskets related to the water main portion of the project shall be Nitrile Buna N (acrylonitrile butadiene, NBR). PCC boxout for valves within HMA included in bid
item. Contractor shall set discharge for each storm water valve as directed by the Engineer.
29
5020-108-C-0
Fire Hydrant Assembly
CY
Topsoil shall be spread to a minimal depth of 4 inches in areas scheduled for sod placement. Quantity includes 1.3 shrinkage factor. 10% overrun included in quantity.
4
2010-108-E-0
Excavation, Class 13
6050.00
5
2010-108-F-0
Below Grade Excavation (Core Out)
Division 5020 - Valves, Fire Hydrants, and Appurtenances
CY
Quantitiy includes excavation next to structures scheduled for waterproofing. Payment shall be plan quantitiy. Limits of construction are within the right-of-way as shown in
the plans.
890.00
TON
6620.00
SY
Quantity matches 3" breaker bid item quantity.
6
2010-108-G-0
Subgrade Preparation
7
8
9
2010-108-I-0
2010-108-I-0
2010-108-I-0
Subbase, Special Backfill - Gradation 30
50.00
30
Subbase, Granular Subbase - Gradation 12a
31
TON
2010-108-I-0
11
2010-108-I-0
6010-108-B-0
Intake Type, CIP, SW-501
11.02
VF
2.00
EA
4.00
EA
Castings shall be Neenah R-1878-A or approved equal.
6010-108-E-0
Manhole Adjustment, Minor
Material shall be used under all new intakes as foundation material placed 8" thick and as pipe bedding material. RCP shall be bedded in a class R-1 pipe envelope unless
if the pipe falls within a storage chamber. Storage chamber rock will act as bedding material in this case. Material shall be placed under all driveways, side streets (curbs
and street surfacing) and alley approaches (PCC headers) on top of 3" breaker material. Material shall be placed 6" thick. Excavation for this item is covered under Below
Grade Excavation (Core Out) bid item. 140 lbs/cu ft was used in material density. 10% overrun included in quanitity.
32
Subbase, Coarse Aggregate Subbase - 3" Breaker
33
6010-108-G-0
Connection to Existing Intake
2.00
EA
34
6010-108-H-0
Remove Intake
2.00
EA
35
7010-108-A-0
Pavement, PCC, 7" (Thickness)
1769.00
SY
890.00
TON
Material shall be placed under all driveways, side streets (curbs and street surfacing) and alley approaches (PCC headers) at the direction of the engineer. Material shall be
placed 12" thick. Excavation for this item is covered under Below Grade Excavation (Core Out) bid item. 120 lbs/cu ft was used in material density.
10
EA
Division 6010 - Structures for Sanitary and Storm Sewers
TON
Material shall be used as backfill material around manhole and intake structures. Quantity covers 2' of material surrounding the structures. 140 lbs/cu ft was used in material
density. 10% overrun included in quanitity.
1040.00
1.00
All gaskets shall be Nitrile Buna N (acrylonitrile butadiene, NBR).
Item covers preparation of subgrade under all alleys, driveways, sidewalks, side streets, and alley approaches. Contractor shall not proof roll subgrade under alleys. Alley
subgrade shall be left level and smooth in order to properly place fabric material.
Subbase, Porous Aggregate - Gradation 3 (ASTM 57)
2015.00
New casting included in bid item. Bid item includes internal chimney seals.
6010-108-E-0
Intake Adjustment, Minor
New casting included in bid item.
TON
Storage chambers carry into some PCC headers. Stone shall be clean and washed. 120 lbs/cu ft was used in material density. 10% overrun included in quantitiy.
Subbase, Porous Aggregate - Gradation 13 (ASTM 2)
6685.00
TON
Storage chambers carry into some PCC headers. Stone shall be clean and washed. 120 lbs/cu ft was used in material density. 10% overrun included in quanitity.
Division 7010 - Portland Cement Concrete Pavement
Division 3010 - Trench Excavation and Backfill
12
3010-108-L-0
Rigid Insulation Board
256.00
All curb within collar section shall be included in this bid item. In general, item covers alley approaches, concrete collars and street surfacing within Loras Blvd and N.
Grandview except curb and gutter.
SF
Place 2 layers of 2" thick insulation board 8' on either side of storm sewer crossings.
13
4010-108-E-1
Sanitary Sewer Service Pipe, Trenched, 4" PVC
130.00
7010-108-E-0
37
7030-108-E-0
Sidewalk, PCC, 4" (Thickness)
56.00
SY
38
7030-108-E-0
Sidewalk, PCC, 6" (Thickness)
67.00
SY
LF
Included in item is locating existing sanitary sewer services, if needed and new wye connections at the main.
14
4010-108-E-1
Sanitary Sewer Service Pipe, Trenched, 6" DIP
342.00
Curb and Gutter, 30" (Width), 6" (Thickness)
1205.00
LF
Item covers side street curb replacement. Included in quantity is curb along Decorah Street and Delaware Street East of Grandview abutting Type 2 pavers.
36
Division 4010 - Sanitary Sewers
Division 7030 - Sidewalks, Shared Use Paths, and Driveways
LF
Item connects storage chamber drain tiles. See storage chamber berm detail for item location.
Division 4020 - Storm Sewers
15
4020-108-A-1
16
4020-108-A-1
Storm Sewer Gravity Main, Trenched, 12" DIP
10.00
39
Item covers the replacement of storm sewer due to water main crossing at Sta. 5+90.
17
4020-108-A-1
Storm Sewer Gravity Main, Trenched, 15" RCP
Sidewalk shall be 6" thick at detectable warning panels and ramps or as noted on the plans.
LF
7030-108-G-0
LF
RCP shall be bedded in a class R-1 pipe envelope unless if the pipe falls within a storage chamber. Storage chamber rock will act as bedding material in this case.
Quantitiy includes relaying storm sewer pipe due to water main crossing.
40
7030-108-H-1
Storm Sewer Gravity Main, Trenched, 24" RCP
41
7030-108-H-2
76.00
LF
RCP shall be bedded in a class R-1 pipe envelope unless if the pipe falls within a storage chamber. Storage chamber rock will act as bedding material in this case.
18
4020-108-C-0
Removal of Storm Sewer, Under 36" Dia.
194.00
Detectable Warning
100.00
SF
Sources and materials shall conform to Iowa DOT Material IM411, Appendix A. Color shall be red.
108.00
Driveway, Paved, PCC, 6" (Thickness)
409.00
Driveway, Granular
70.00
SY
TON
140 lbs/cu ft was used in material density. Material to be used at existing driveways and new PCC driveways, if needed.
LF
Contractor is responsible for all pipe disposal. The City of Dubuque waives all salvage rights.
19
4020-108-F-0
Concrete Collar Connection - Type PC-1
4.00
Division 7040 - Pavement Rehabilitation
EA
42
At water main crossings, storm sewer joints sawed shall be encased with a Type PC-1 collar.
7040-108-A-0
4040-108-A-0
Subdrain, 6" Perforated CPE
808.00
SY
HMA thickness shall be 7" placed in 2" maximum lifts. Bid item includes removal and disposal of pavement, composite or not. Item does not include excavation and
subbase material.
Division 4040 - Subdrains and Footing Drain Collectors
20
Full Depth Patches HMA
43
3067.00
LF
Bid item includes all manufactured fittings and watertight connections to all valves. Tile shall be dual-walled pipe. Included in bid item is repair and/or replacement of
existing tile or downspouts encountered during construction. Connections and reconnections included in bid item. Porouse backfill material and engineering fabric required
in trenchs found outside of alleys. Type A-1 cleanouts included in bid item.
21
4040-108-C-0
Groundwater Sampling Port
22
4040-108-D-0
Subdrain Outlets and Connections, Core Drill, 6"
9.00
EA
Bid item covers watertight connections to existing intakes. Item includes core drilling existing storm sewer at stat. 23+08.
19.00
EA
Bid item includes furnishing Neenah model R-1973-1 casting or approved equal, 6" PVC with 1/2" diameter holes, all labor, equipment and material to complete installation.
See detail found in the Plans. Stone bedding and PCC surrounding port will be paid seperately.
7040-108-H-0
Removal - Pavement
2754.00
SY
Included in bid item is sidewalk, driveway, alley surfacing, street surfacing and curb removal. Item does not include patch removal quantity.
LINE
NO.
ITEM NUMBER
BID ITEM DESCRIPTION
PLAN
QUANTITY
UNIT
Division 7080 - Permeable Concrete Block Pavers
44
7080-108-A-0
Brick Pavement, Permeable, Type 1
14936.00
SF
Contractor shall use Borgert "Aqua-Bric" or Willow Creek "Brickstone Permeable" pavers, Interlock Concrete Products Inc. - Holland Eco Paver, rosewood color, County
Materials - H2O Pro Paver, iron color, Unilock ECO Optiloc, red color, Belden Clay Brick (Aqua Brick style), red color. IDOT Gradation #29 (ASTM #8) bedding and void
aggregate stone are included in this bid item. All bedding and void aggregate stone shall be clean and washed.
45
7080-108-A-0
Brick Pavement, Permeable, Type 2
3890.00
SF
Contractor shall use PaveDrain System Pavers with approximate measurements of 12"x12"x5.65". Color grey. Pavers shall be placed on a 12" thick bed of No. 57 bedding
stone. Bedding stone shall be paid seperately.
46
7080-108-C-1
Waterproofing, Surface Leveling
84.00
SF
Contractor shall place an expansion spray-on foam base on the porous foundation/basement wall to provide a smooth continuous surface to apply the spray-on
waterproofing material. The foam shall be closed cell, 2 pound minimum. Waterproofing shall be applied to the structure located at Sta. 11+80, Right. Waterproofing shall
extend 4' below finished ground and up to ground elevation covering the entire face of the building facing the alley.
47
7080-108-D-1
Waterproofing, Sealer
84.00
SF
The waterproofing material shall be ORWPM (waterproofing membrane) from Oak Ridge Plastics & Coatings or an approved equal. Waterproofing shall be applied to the
structure located at Sta. 11+80, Right. Waterproofing shall extend 4' below finished ground and up to ground elevation covering the entire face of the building facing the
alley.
48
7080-108-E-1
Geotextile Fabric
8400.00
SY
IDOT Material IM 496.01 shall also apply for this bid item. Approved manufacturers and brand names are listed in Appendix B of IDOT Material IM 496.01.
IDOT Division 2528 - Traffic Control
49
IDOT 2528.04-A
Traffic Control Phase I
1.00
LS
50
IDOT 2528.04-A
Traffic Control Phase II
1.00
LS
51
IDOT 2528.04-A
Traffic Control Phase III
1.00
LS
52
IDOT 2528.04-A
Traffic Control Phase IV
1.00
LS
53
9020-108-A-0
178.00
SQ
Division 9020 - Sodding
Sod
Sod shall be placed in areas noted as grass in the plans. Typically from edge of collar to right of way. All dirt and debris that falls on pavers during sod installation shall be
cleaned and removed. Contractor responsible for watering for a 30 day period after construction.
Division 9040 - Erosion and Sediment Control
54
9040-108-A-2
SWPPP Management
1.00
LS
55
9040-108-A-3
SWPPP Qualifying Rainfall Event Inspection
20.00
EA
56
9040-108-D-1
Filter Socks, 8"
925.00
LF
57
9040-108-D-2
Filter Socks, Removal
925.00
LF
58
9040-108-P-1
Dust Control, Water
35.00
MGAL
1
1
Water
10'
10'
Flow