Addendum No. 1 Page 1 of 1
WEDDLE BROS. BUILDING GROUP, LLC 2182 W. Industrial Park Drive Phone: 812-339-9500 P.O. Box 1330 Fax: 812-339-4260 Bloomington, Indiana
ADDENDUM NO. 1 OCTOBER 26, 2017
RED LOT PARKING LOT ADJUSTMENTS BLOOMINGTON, INDIANA
This Addendum modifies the Original Bidding Documents and will become part of the Contract Documents. Acknowledge receipt of this Addendum on Bid Form. Failure to do so may subject the Bidder to disqualification.
GENERAL: 1. Pre-Bid Meeting Minutes and Attendee sheet are attached2. The Final Completion Date is April 15, 2018
BID DATE & DELIVERY: 1. The Bid Date remains Monday, October 30, 2017 @ 3:30 PM2. Bids should be delivered in duplicate in a sealed envelope to Weddle Bros. Building
Group, LLC at 2182 W. Industrial Park Drive, Bloomington, IN. 474043. The envelope should be clearly marked with the words “SEALED BID ENCLOSED”
along with Subcontractors name and address.4. Items to be included with Bid
a. Bid Formb. Affirmative Action Program Compliance Certificationc. State Form 96d. Attachment Be. Attachment Cf. Attachment Dg. Bid Bond
SPECIFICATIONS: 01020 – Allowances: Replace in entirety with the attached revised section 01020 – Allowances
DRAWINGS: See Addendum No. 1 – Construction Drawing Changes Listing
ATTACHMENTS: Pre Bid Meeting Minutes & Attendee Sheet Revised Bid Form Specification Section 01020 – Allowances
END OF ADDENDUM NO. 1
ADDENDUM #01 ISSUE DATE: October 26, 2017
Page 1 of 1
ADDENDUM #01 – SUMMARY OF CHANGES DATE: October 26, 2017 TO: City of Bloomington / Weddle Bro’s Construction FROM: Jon Bohlander, Anderson + Bohlander PROJECT: RED LOT PARKING ADJUSTMENTS REF: 10.10.2017 – ISSUE FOR PLAN COMMISSION / OWNER REVIEW SET (LANSCAPE ARCHITECTURE PLANS) The following is a summary of the amendments to the Landscape Architectural plans and specifications as issued on 10.10.2017, titled “Issue for Plan Commission/Owner Review.” GENERAL NOTES/REVISIONS
A. All plan sheets have been reissued to include the correct Issue Name and Date(Issue for Bid – 10.10.2017) B. All plan sheets have been reissued to include Landscape Architecture professional seal and signature C. Additional changes to the plans in response to Contractor Questions, or Owner Directive are as follows;
PLAN SHEET REVISIONS
1. COVER a. Updated title to “Issue for Bid” b. Updated Sheet Index
2. L-01: SITE PREPARATION PLAN
a. Added note for protection of existing benchmark structure to remain
3. L-02: LAYOUT & MATERIALS PLAN a. Added detail callout for Landscape Uplights (Refer to Detail 05/Sheet L-05)
4. L-05: DETAILS a. Added Landscape Uplight Detail (Refer to Civil & Electrical Engineering Plans)
Pre-Bid Questions/Answers – Red Lot Parking Lot
1. Q: Sheet UT-01 "Utility Plan" shows proposed Aqua-Swirl unit to be installed. This product has a4-6 week lead time. Earliest NTP is Nov 14th giving a delivery window of 4-6 weeks includingThanksgiving and Christmas would put receiving time of this product somewhere around the week of December 25th more likely the first 2 weeks of January. This timing is well after the substantialcompletion date of December 15th. Please advise on how to handle this item and its conflict withschedule.A: The City will discuss an arrangement to pre-purchase the Aqua-Swirl with the apparent low
bidder prior to award. Assume this Aqua-Swirl will be onsite the week of November 27, 2017.
2. If rock is encountered how will the excavation of rock be paid for?A: See Allowance #2
3. Please provide a detail for the light pole foundationsA: Anderson + Bohlander has included a representative detail for the light pole foundation thatwould be anticipated for the relocated lights. The attached plans are just for reference, signedsealed engineering drawings have not been provided as part of the Issue for Bid Set. Contractorto allow for signed, sealed engineering drawings as part of base bid. Refer to manufacturersstandard installation details.
4. Can the steel reinforcement in the concrete curb be eliminated?A: Steel reinforcement to be removed from typical curb detail as part of Addendum 01. (Refer toCivil Engineering Plans) Steel reinforcement is to remain in the Dumpster Pad Curb as shown onreissued plans.
5. Can the 6” of #53 Stone under the concrete curb be eliminated?A: Contractors are to maintain #53 stone base under concrete curbs
6. Section 1501 Construction Facilities – Will the owner require a temporary field office?A: No, an Owner Field Office is not required given the jobsite constraints and the duration of theproject.
7. Can all of the steel and stirrups be removed from the concrete curb detail?A: Initial response was that we’d need to confirm with the Civil Engineer and issue our responseat the close of questions.
8. Is the existing box culvert under the pavement viable enough to withstand construction traffic?A: The City does not have adequate information to answer that question without additionalinvestigation, but does not anticipate the structural integrity of the box culvert to be an issue. TheContractor will be responsible for ensuring all construction traffic for the project properlyaccounts for maintaining the integrity of the box culvert, or should be diverted to enter the sitefrom 10th Street.
9. Will the contract be held with the City, or with the Construction Manager (Weddle Bros)?A: The contract will be with the City of Bloomington.
Addendum 1 Construction Drawing Changes
Sheet Reference Changes
All / General Changed to Issued for Bid; All sheets signed and sealed;
GN-01 Updated note concerning treatment of existing box culvert; Updated Utility Information to indicated Indiana University – UITS has facilities within the project limits and updated contact information;
MT-01 Moved notes 1, 6, 7, 8 and 10 from sheet MT-02 to sheet MT-01 as new notes 23, 24, 25, 26 and 27;
MT-02 Sheet deleted;
R-01 Updated note concerning treatment of box culvert; Existing uplights at Red Lot sign to be removed and replaced with new upliights at new location. Adjusted note 2 to reflect removal of uplights; Added Indiana University fiber optic;
C-02 Added note 8 and estimated limits of existing box culvert;
G-01 Added note 9 and estimated limits of existing box culvert;
UT-01 Added note 9 and estimated limits of existing box culvert; Existing uplights at Red Lot sign to be removed and replaced with new upliights at new location; Adjusted keyed note 6 to reflect new uplights requirement; Added Indiana University fiber optic; Added note 10 to reference new uplight detail;
DT-01 Removed #4 stirrup bars in Concrete Curb for Parking Lot.
Parking Lot Improvements Pre-Bid Meeting
October 19, 2017
1. Introductions – Kelly Abel began the meeting with introductions.
2. Bidding Instructions – All necessary bid documents are in the specifications, please payspecial attention and make sure all required documents are turned in with the bid.
a. Affirmative Action Plan must be on file with the Cityb. Bid Form must be used and properly signed.c. Bid Bond is required – See Form within specifications
3. Project Overview – Jon Bohlander with Anderson & Bohlander gave a brief overview ofthe project. Basically, the parking lot is being expanded. There is some demo andgrading, new light pole bases and a new dumpster pad and then re-working of boxculvert.
a. In the specifications it talks about Phasing Plan, this Phasing Plan is going away.The Base Bid should include completing all work by December 15, 2017 thisincludes all base asphalt with a return in the Spring to finish landscaping and topcoat.
b. Alt. No. 1: Complete all paving by December 15, 2017 base & top coat with areturn in the Spring to finish landscaping making the final completion date April15, 2018.
4. Addenda – If you have questions please have all questions into Melanie Hash [email protected] by 3:00 PM Tuesday, October 24, 2017. An addendum will besent out by EOD on Thursday, October 26, 2017.
5. Owner Comments – The Owner advised everyone that if they are willing to bill only onetime for this project, which would be in April of 2018 then they would not have to doEscrow. However, if there will be multiple billings throughout the project then Escrowwill be in place. Please advise at the time of bid if you will be accepting the offer for a 1time billing.
6. Safety – Kelly advised that all IOSHA safety standards will apply. High Vis, hard hats,boots, and all other safety precautions will be in place. It was noted that this will be atight work area, and cars will still be using the 10th Street cut through, so please usecaution and make sure employees are aware of their surroundings with regard to trafficand pedestrians.
7. Questions: All questions are included in the Pre-Bid Questions and Answers section.
Attachments: Pre-Bid Meeting Attendee Sheet; Pre-Bid Questions & Answers
BID FORM
This BID Summary Sheet shall be completed and submitted with all other BID Documents.
The Lump Sum cost to complete the PARKING LOT IMPROVEMENTS including all associated work per plans and specification is;
, $_
Alternate 1: State Amount to Add to Base Bid to have all work completed by December 15th, 2017 except for landscaping:
, $_
Allowance #1: Include a Contingency Allowance of $20,000.00 (Include in Base Bid)
Allowance #2: 50 CY Rock Excavation @ $_______________ (Unit Price) = $_________________ (Include total in Base Bid)
Allowance #3: Include Allowance of $20,000 for the construction of a structural slab to span across the box culvert at (2) locations. (Include in Base Bid)
Requested Form of Payment (Choose one): ∆A Single Lump Sum Payment following completion of the project.
Invoice shall be submitted within thirty (30) days following acceptance of the project
∆Progressive Payments for work completed and invoiced throughoutthe project.
All work shall be completed within 45 calendar days after the date of the Notice to Proceed.
Any and all Subcontractors performing work valued over $10,000 shall be listed below: Any subcontractor not listed below at the time of bid, must be approved by the City of Bloomington prior to performing any work on this contract. Subcontractors not listed or approved will not be paid for work under this contract. In accordance with Indiana Code 5‐16‐13 et seq., incorporated herein by reference, any subcontractor performing work on this contract is a Tier 2 contractor.
SUBCONTRACTORS ADDRESS TYPE OF WORK
In submitting this Bid, Bidder represents that:
A. Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, performance, and furnishing of the Work.
B. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents and the following Addenda, receipt of which is hereby acknowledged.
No.________ Dated: _____ No.________ Dated: _______
Final Invoice shall be submitted within thirty (30) days following final acceptance of the project.
SIGNATURE OF BIDDER Name of Bidder: Date:
By:
Name & Title Printed:
Bidder Address: Telephone:
SECTION 01020 - ALLOWANCES
PART 1 - GENERAL
1.1 SUMMARY A. This section includes administrative and procedural requirements governing allowances.
B. Procedures for submitting and handling Allowance Authorizations and Change Orders are specified in Division 1 Section 01035 " Modification Procedures ".
1.2 SUBMITTALS A. Submit proposals for purchase of products or systems included in allowances, in the form specified
for Change Orders and Allowance Authorizations.
B. Submit invoices or delivery slips to show the actual quantities of material delivered to the site for use in fulfillment of each allowance as applicable.
C. Submit product data and shop drawings as applicable for items to be incorporated by allowance.
1.3 CONTINGENCY ALLOWANCES A. The Contractor's related costs for products and equipment ordered by the Owner under the
contingency allowance are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs.
B. Allowance Authorizations and Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit margins as outlined in specification section 01035 "Modification Procedures"
C. At Project closeout, credit unused amounts remaining in the contingency allowance to the Owner by Change Order
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 EXAMINATION A. Examine products covered by an allowance promptly upon delivery for damage or defects.
3.2 PREPARATION A. Coordinate materials and their installation with related materials and installations to ensure that
allowance items are completely integrated and interfaced with related work.
3.3 SCHEDULE A. Allowance #1: Include a Contingency Allowance of $20,000.00
Allowance #2: Include an allowance for Rock Excavation (as defined in CBU Standards). Allowance will be for 50 cy of Rock Excavation at the unit price stated in the bid. Include the sum of 50 cy times the unit price in the base bid. Any unused quantity of rock excavation will be returned to the City at the rate of Unit Price times unused quantity.
Allowance #3: Allowing $20,000 for the construction of a structural slab to span across the box culvert at (2) locations, the existing crossing just South of the Solution Tree Building and the crossing at the new entry created by this project.
END OF SECTION 01020
© 2017 Anderson + Bohlander, LLC
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Project Lead / Landscape Architect Civil / Electrical Engineer
Crawford, Murphy & Tilly
Sheet Index
NORTH
RED PARKING LOT ADJUSTMENTS
Bloomington, Indiana
City of Bloomington
401 North Morton Street
Bloomington, IN 47404
PREPARED FOR
October 10, 2017
Project Location Map
NOT TO SCALE
LANDSCAPE ARCHITECTURE
L-01 SITE PREPARATION PLAN
L-02 LAYOUT & MATERIALS PLAN
L-03 PLANTING PLAN
L-04 PLANTING DETAILS
L-05 LIGHTING PLAN
L-06 DETAILS
L-07 DETAILS
PROJECT TEAM
Anderson + Bohlander, LLC
1 N Meridian St, Suite 902
Indianapolis, Indiana 46204
317-775-4374
ISSUED FOR BID
8790 Purdue Road
Indianapolis, Indiana 46288
317-298-4500
Surveyor
Bledsoe Riggert Cooper James
1351 West Tapp Road
Bloomington, IN 47403
812-336-8277
EXISTNG CONDTIONS
EC TOPOGRAPHIC SURVEY
CIVIL ENGINEERING
GN-01 GENERAL NOTES
MT-01 MAINTENANCE OF TRAFFIC
EC-01 EROSION CONTROL SWPPP NOTES
EC-02 EROSION CONTROL GENERAL NOTES
EC-03 EROSION CONTROL
R-01 REMOVAL PLAN
C-01 GEOMETRICS PLAN
C-02 PAVING PLAN
G-01 GRADING PLAN
PM-01 PAVEMENT MARKING PLAN
UT-01 UTILITY PLAN
DT-01 PAVING DETAILS
DT-02 AQUA SWIRL DETAILS
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(Refer to Electrical Engineering Plans)
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construction process
1
RED PARKING LOT
ADJUSTMENTS
TRADES DISTRICT
Bloomington, Indiana
PREPARED FOR
PROJECT
NORTH
© 2017 Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
CONSULTANTS
SCALE :
ISSUE FOR BID
DUE DATE: October 10, 2017
REVISIONS
No. Date Issue
DRAWN BY:
CHECKED BY:
SHEET TITLE
SHEET NUMBER
CAR
JBB
City of Bloomington
401 North Morton St.
Bloomington, IN 47404
CIVIL ENGINEER:
Crawford, Murphy & Tilly, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
317-298-4500
R
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LA21100001
O
SITE PREPARATION PLAN
L-01
1" = 20'-0"
10
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40
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NOTES - SITE PREPARATION
LEGEND - SITE PREP
Existing Tree to be Removed
Existing Light Pole and Fixture to Remain
Existing Tree to Remain
1. Contractor to submit staging and construction access plan for
Owner review and approval prior to start of construction. Refer
to specifications for additional information
2. Contractor responsible for acquiring all permits and necessary
approvals.
3. Storage of materials, vehicular access, and all other
construction activities are strictly prohibited within the limits
of existing tree canopy and root zones.
4. Protect existing utility structures & inlets, refer to civil plans
for more information.
5. Refer to Layout & Materials Plan for more specific information
regarding proposed improvements and verify conditions in the
field prior to performing removals.
01 10.26.2017 ADDENDUM 01
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LEGEND - LAYOUT
RED PARKING LOT
ADJUSTMENTS
TRADES DISTRICT
Bloomington, Indiana
PREPARED FOR
PROJECT
NORTH
© 2017 Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
CONSULTANTS
SCALE :
ISSUE FOR BID
DUE DATE: October 10, 2017
REVISIONS
No. Date Issue
DRAWN BY:
CHECKED BY:
SHEET TITLE
SHEET NUMBER
CAR
JBB
City of Bloomington
401 North Morton St.
Bloomington, IN 47404
CIVIL ENGINEER:
Crawford, Murphy & Tilly, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
317-298-4500
R
A
T
N
LA21100001
O
LAYOUT & MATERIALS PLAN
L-02
1" = 20'-0"
10
'-0
"
20
'-0
"
40
'-0
"
NOTES - LAYOUT
Concrete Flatwork
1. Contractor responsible for field layout of all new improvements.
Digital files of geometric information will be provided upon
request in AutoCAD format. No additional payment will be
made for adjustments necessary to construct the work as drawn.
2. Contractor responsible to coordinate work in order to obtain
approval of all layout by Owners Representative prior to
construction. No additional payment will be made to correct
work if constructed incorrectly without pre-approval by Owners
Representative.
3. Contractor responsible to maintain all layout stakes during
construction. No additional payment will be made to replace
layout stakes.
4. All dimensions from roadway are from Back of Curb unless
otherwise noted.
5. All curves and radii to be smooth and not segmented.
6. Contractor to provide layout stakes every 10 feet minimum for
large arcs where radius points are not accessible.
7. Refer to specifications for additional conditions, standards and
notes.
8. Place control and expansion joints as shown on plans and
details for all curbs, walks, walls, steps, and concrete paving.
Where joints are not shown, place control joints a maximum of
10 feet on center, expansion joints a maximum of 30 feet on
center, and between all separate pours.
Relocated Light Pole and Fixture
(Refer to Utility Plans)
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H2O H2O
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
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GEU
GEU
GEU
GEU
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UGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE
UGE
UGEU
GEU
GEU
GEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O SAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SAN
SAN SAN SAN
SAN SAN
MO
RT
ON
S
TR
EE
T (6
6' R
/W
)
ST ST ST ST ST ST ST
STST
HCHC
HCHC
50-SSB
5-VBM
3-PGB
8-IWH
80-SVJ
31-HBV
40-SBH
100-RFG
11-VBM
60-SSB
1-GTI
70-SVJ
1-GTI
50-SBH
31-HBV
80-SVJ
1-AGA
80-RFG
2-GTI
50-RFG
60-SVJ
SOD
SOD
SOD
SOD
RED PARKING LOT
ADJUSTMENTS
TRADES DISTRICT
Bloomington, Indiana
PREPARED FOR
PROJECT
NORTH
© 2017 Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
CONSULTANTS
SCALE :
ISSUE FOR BID
DUE DATE: October 10, 2017
REVISIONS
No. Date Issue
DRAWN BY:
CHECKED BY:
SHEET TITLE
SHEET NUMBER
CAR
JBB
City of Bloomington
401 North Morton St.
Bloomington, IN 47404
CIVIL ENGINEER:
Crawford, Murphy & Tilly, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
317-298-4500
R
A
T
N
LA21100001
O
PLANTING PLAN
L-03
1" = 20'-0"
10
'-0
"
20
'-0
"
40
'-0
"
NOTES - PLANTING
1. Contractor shall import and distribute topsoil for all planting
areas to average depth of 12" to achieve the grades as shown
on the plans.
2. Sod limit line is approximate. Sod to limits of grading and
construction related disturbance. Contractor responsible for
restoration of any unauthorized disruption outside of
designated construction area.
3. Contractor responsible for erosion control in all seeded and/or
sodded areas. All disturbed areas are to be protected within 24
hours. Do not disturb more area than can be completed and
protected within 24 hours.
4. Temporary fencing shall be installed around the lawn areas if
the project is opened to the public before the lawn is
established.
5. All existing trees within the project limits determined to be
interfering with construction activity to be pruned by a certified
arborist as directed by the Landscape Architect.
6. The General Contractor shall be responsible for replacing any
trees that the Landscape Architect determines to have been
damaged during construction, at no additional cost.
7. All bedlines are to be spade cut to a minimum depth of 3 inches
unless otherwise shown on the plans. Curved bedlines are to
be smooth and not segmented. Refer to Planting Bed Edge
Condition, Detail 04, Sheet L4.01.
8. Contractor to restore 3" of shredded hardwood mulch to all
areas of construction disturbance within existing landscape
beds. Contractor to remove and dispose of all stones and dirt
clods 1" or larger.
9. Plants and other materials are quantified and summarized for
the convenience of the Owner and jurisdictional agencies only.
Confirm and install sufficient quantities to complete the work as
drawn and specified. No additional payments will be made for
materials required to complete the work as drawn and
specified.
10. Refer to specifications for additional conditions, standards and
notes.
Planting Schedule
PLANTING SCHEDULE
KEY QTY SCIENTIFIC NAME COMMON NAME SIZE SPACING REMARKS
GTI 14 Gleditsia triacanthos 'Skyline' Skyline Honey Locust 3" AS SHOWN B&B, 5' Clear Trunk
AGA 1 Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 10' TALL AS SHOWN B&B, Multistem - Min.3 Trunk
KEY QTY SCIENTIFIC NAME COMMON NAME SIZE SPACING REMARKS
HBV 79 Hypericum 'Blue Velvet' Blue Velvet St. Johnswort 20" TALL F.T.B.
IWH 46 Ilex x 'Willemer' Emerald Magic Holly 30" TALL 4' O.C. F.T.B.
VMB 28 Viburnum dentatum 'Christom' Blue Muffin Viburnum F.T.B.
KEY QTY SCIENTIFIC NAME COMMON NAME SIZE SPACING REMARKS
RFG 230 Rudbeckia fulgida 'Goldsturm' Goldsturm Black-Eyed Susan
SBH 140 Salvia nemerosa 'Blue Hill' Blue Hill Salvia 24" O.C.
PERENNIALS
TREES
SHRUBS
NOTES
F.T.B. = Full To Base
24" O.C.
1 GAL
3 GALSSB 160 Schizachyrium scoparium 'The Blues' The Blues Little Bluestem
Quantities on the plant list are provided for information only. Plant quantities under the contract are indicated on the plans.
In the event of any discrepancies, the contract shall be based on the quantities shown on the plans.
42" TALL 5' O.C.
PGB 3 Picea glauca 'Densata' Black Hills Spruce AS SHOWN
B&B, F.T.B.10' TALL
3' O.C.
24" O.C.1 GALSVJ 545 Sedum 'Vera Jameson' Vera Jameson Sedum
18" O.C.1 GAL
Shrubs
Perennial & Groundcover
Sod
LEGEND - PLANTING
Existing Tree to Remain
Shade Tree
Ornamental Tree
01 10.26.2017 ADDENDUM 01
RED PARKING LOT
ADJUSTMENTS
TRADES DISTRICT
Bloomington, Indiana
PREPARED FOR
PROJECT
NORTH
© 2017 Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
CONSULTANTS
SCALE :
ISSUE FOR BID
DUE DATE: October 10, 2017
REVISIONS
No. Date Issue
DRAWN BY:
CHECKED BY:
SHEET TITLE
SHEET NUMBER
CAR
JBB
City of Bloomington
401 North Morton St.
Bloomington, IN 47404
CIVIL ENGINEER:
Crawford, Murphy & Tilly, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
317-298-4500
R
A
T
N
LA21100001
O
PLANTING DETAILS
L-04
AS SHOWN
Section - Deciduous Tree Planting
01 Scale: 1/2" = 1'-0"
Avoid placing soil on top of the
root ball, maintain exposure of root
flare. If root flare is not exposed,
carefully remove excess soil. Set
root ball so that base of root flare is
3" to 6" higher than adjacent finish
grade (root flare is typically 6"
below bud graft union on grafted
trees)
Deciduous shade tree with a strong
central leader. Do not prune, stake,
or wrap unless directed to do so. If
pruning is required, do not cut
central leaders and only prune
branches to encourage central
leader growth
Remove any broken branches, tree
tags, and ribbons upon approval of
plant
Flare and roughen planting hole
edges and sides. hole size to be
twice as wide as root ball diameter.
backfill pit with amended topsoil.
remove excess excavated material
from site and dispose of legally
Cut and remove all cords, twine,
rope, wire, burlap, and plastic wrap
from around top half of root ball
and trunk. If root ball is enclosed in
a wire basket remove top half of
wire basket and fold remaining
points down into planting hole
Set root ball on undisturbed or
compacted subgrade. If hole is too
deep, add and compact additional
fill before setting tree
Mulch, 3" depth in a 6' diameter
ring. no mulch shall be placed in
contact with the tree trunk
2 x Rootball Diameter
Section - Shrub Planting
02 Scale: 1/2" = 1'-0"
Undisturbed subgrade scarify top
layer
3" deep mulch. Work mulch under
branches and taper depth at trunk
to 1" depth. Raise plant bed 3"
above finish grade
Loosen root mass of container
grown material or remove burlap
from b&b material prior to planting
Prepare entire planting bed to a
depth of 24" with planting soil or
amended topsoil. See
specifications
Cut and or remove any cords or
wrapping around rootball and/or
trunk
Limit pruning to removal of dead
and or broken branches
Set plants at same level as grown in
container
Section - Perennial and Groundcover Planting
03Scale: 1/2" = 1'-0"
Undisturbed subgrade scarify top
layer
2" depth mulch. Work mulch under
plant and taper depth at plant base
to 1" depth. raise plant bed 2"
above finish grade
Loosen root mass of container
grown material or remove burlap
from b&b material prior to planting
Set plants at same level as grown in
container
Prepare entire planting bed to a
depth of 24" with planting soil or
amended topsoil. See
specifications
Section - Planting Bed Edge Condition
04Scale: 1/2" = 1'-0"
Undisturbed subgrade
Finish grade and adjacent existing
or seeded lawn
Spade cut planting bed edge. cut
existing subgrade at a sharp angle
Raise planting bed 2" above finish
grade
Top of planting soil or amended
topsoil shall be 2" lower than finish
grade to allow for mulch
RED PARKING LOT
ADJUSTMENTS
TRADES DISTRICT
Bloomington, Indiana
PREPARED FOR
PROJECT
NORTH
© 2017 Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
CONSULTANTS
SCALE :
ISSUE FOR BID
DUE DATE: October 10, 2017
REVISIONS
No. Date Issue
DRAWN BY:
CHECKED BY:
SHEET TITLE
SHEET NUMBER
CAR
JBB
City of Bloomington
401 North Morton St.
Bloomington, IN 47404
CIVIL ENGINEER:
Crawford, Murphy & Tilly, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
317-298-4500
R
A
T
N
LA21100001
O
DETAILS
(ALTERNATE #01)
L-05
AS SHOWN
Concrete Flatwork
01 Scale: 1" = 1'-0" d-conc
Compacted aggregate base
Portland cement concrete paving
Medium broom finish, perpendicular
to the direction of pedestrian travel
NOTE:
1. Refer to Concrete Joints Detail 02, Sheet L-05
for additional information
2. Place control joints as indicated on plans, or a
maximum of 10 feet on center
3. Place expansion joints as indicated on plans,
or a maximum of 30 feet on center and between
all separate pours
Compacted subgrade
NOTES:
1. Refer to Layout & Materials Plan for
specification of tooled or sawcut
jointing locations
Joint depth to be 1/3 the thickness
of the slab
Concrete Flatwork, refer to Detail
01, Sheet L300
CONTROL JOINT
Expansion joint filler, full depth
Joint sealant, See Specifications
Temporary preformed cap, remove
top of cap prior to sealant
installation
ISOLATION JOINT
Concrete Joints
02 Scale: 3" = 1'-0"d-conc joints
6" 6"
Expansion joint filler, full depth
1'-0" #4 Rebar dowel with greased
sleeve, centered on joint, spaced
30" on center, maximum
Joint sealant, See Specifications
Temporary preformed cap, remove
top of cap prior to sealant
installation
EXPANSION JOINT
Adjacent material varies, See Plans
Sign Base & Foundation
03Scale: 3/4" = 1'-0"
d-file name
1'-10"
3/8" Dia. S.S. J-Bolt with nut and
washer. Exposed elements to be
primed and painted to match sign base
#4 Horiz Rebar, 12"o.c.
#4 Vert. Rebar, 12"o.c.
Compacted subgrade
2 1/2" 2 1/2"
5"
Cast-in-place concrete foundation
Finish Grade
3/8" Dia. S.S. Carriage bolt with nut
and washer. Exposed elements to be
primed and painted to match sign base
1/4" PL Steel sign base, full welded
connection at seams, primed and
painted finish, color to match sign cap
3/8" Dia. S.S. Carriage bolt with nut
and washer. Exposed elements to be
primed and painted to match sign base
1/4" PL Steel sign base, full welded
connection at seams, primed and
painted finish, color to match sign cap
Relocated concrete sign, core drilled
to receive carriage bolt connections
3/8" Dia. S.S. J-Bolt with nut and
washer. Exposed elements to be
primed and painted to match sign base
Relocated concrete sign, core drilled
to receive carriage bolt connections
Provide cont. clear silicone joint
sealant all around
1'-0"
2 1/2"1'-5"
2 1/2"
1'-10"
1'-0"
Pipe Bollard
04Scale: 1" = 1'-0"
d-pipe bollard
6" Dia., Schedule 40 steel pipe, with
concrete filled core, primed and
painted finish. Color to be black
7" Dia., Schedule 40 steel sleeve,
provide caulk joint with backer rod
15" Dia. Cast-in-place concrete
foundation
Concrete Dumpster Pad
(Refer to Civil Plans)
Surface of concrete to be mounded
1/2" to allow for drainage and
painted to match
Landscape Uplight
05Scale: N.T.S.
d-uplight
Finished grade.
FX Luminaire LC fixture. See plan legend
for wattage, beam spread and accessories.
Aim fixture a minimum of 10° off vertical
to allow water and dirt to drain off lens cap.
FX Luminaire Post Mount.
Direct bury, UF/UL, copper, low voltage
cable with 3M DBR/Y-6 direct bury splice kit.
Leave 18" minimum wire loop coiled below
fixture for service.
Installation to be completed in accordance
with manufacturer's specifications.
Accepts 10-15 volts - AC or DC
See plan legend for LED board option, beam
spreads, and accessories.
Always refer to FX product installation notes
prior to installation.
Landscape UpLight Specification:
1. Manufacturer: FX Luminaire
2. Fixture: LC Up Light
3. Lamp: 3 LED
4. Finish: FB-Flat Black
5. Install: Post Mount - PM–XX
6. Transformer (If Needed)
a. Model: LX Transformer
b. Watt: 150W
c. Finish: M-Matte Gray Powder Coat
Concrete footing. Depth per local code.
1
01 10.26.2017 ADDENDUM 01
RED PARKING LOT
ADJUSTMENTS
TRADES DISTRICT
Bloomington, Indiana
PREPARED FOR
PROJECT
NORTH
© 2017 Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
CONSULTANTS
SCALE :
ISSUE FOR BID
DUE DATE: October 10, 2017
REVISIONS
No. Date Issue
DRAWN BY:
CHECKED BY:
SHEET TITLE
SHEET NUMBER
CAR
JBB
City of Bloomington
401 North Morton St.
Bloomington, IN 47404
CIVIL ENGINEER:
Crawford, Murphy & Tilly, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
317-298-4500
R
A
T
N
LA21100001
O
DETAILS
(ALTERNATE #01)
L-06
AS SHOWN
Dumpster Enclosure
01 Scale: 1/2" = 1'-0" D-DUMPSTER ENCLOSURE
Finish Grade
9" Dia. Concrete foundation
2x4 Pressure treated bottom rail
4x4 Pressure treated pine post
2x6 Western red cedar cap with
opaque stain finish
2x4 Pressure treated pine top rail
Finish Grade
9"
21'-8"O.C.
ELEVATION
SECTION
1/2"
2x4 Pressure treated center rail
1x6 Western red cedar face boards
1 1/2"9"
1/2"
Face of Parking Enclosure Curb
2x4 Pressure treated bottom rail
4x4 Pressure treated pine post
2x6 Western red cedar cap with
opaque stain finish
2x4 Pressure treated pine top rail
2x4 Pressure treated center rail
1x6 Western red cedar face boards
21'-8"O.C.
PLAN
Face of Parking Enclosure Curb
4x4 Pressure treated pine post
2x6 Western red cedar cap with
opaque stain finish
2x4 Pressure treated pine rails
1x6 Western red cedar face boards
22'-8"
Mitre Corners of Cap
Pipe Bollard04
L-05
7 1/2"
4'-0"
6'-0" 6'-0"
6'-0" 6'-0"
POST BASE ENLARGEMENT
Post Base - See Enlargement
Scale: 1" = 1'-0"
POST BASE BRACKET
MANUFACTURER: Simpson Strong-Tie
PRODUCT: PBS44A Standoff Post Base
WEB: www.strongtie.com
INSTALL: Per manufacturer's
recommendations
Standoff Post Base
Finish Grade
Side Strap
Embed Base in Concrete Footer
Through Bolt
4'-10" 4'-10"
4'-10"4'-10"
Finish Grade
12'-0"O.C.
3"9"
Curb
2x8 Western red cedar cap with
opaque stain finish
2x2 Tube Steel Gate Frame
1x6 Western red cedar face boards
13'-3" Curb-to-Curb
1'-0"
Provide (3) heavy-duty single
swing hinges, black painted finish
4x4 Pressure treated pine post
5'-9"
1 1/2"
5'-9"
NOTES:
1. Contractor to submit complete shop
drawings for review by Landscape Architect
prior to fabrication
2. Refer to specifications for additional
information on stain
3. Provide 1/4" spacing between face boards
4. Contractor to use galvanized wood screw
connectors, (2) per location. All screws to be
evenly spaced and aligned vertically &
horizontally
5. Provide mitre cuts to cap boards at all
corners
6. Refer to specifications for additional
information on opaque stain
12"x12" Cast concrete block with
(2) 3/4"Dia. stainless steel inserts
to recieve drop rod
Steel drop rod assembly, 1 per
gate, with black painted finish
ELEVATION - GATE
Gate (Refer to Elevation)
6" 6"
Core drill paving at maximum opening
allowable to receive drop rod
Concrete dumpster pad
(Refer to Civil Engineering Plans)
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
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ES
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wg
1 10.26.2017 Addendum 01
GENERAL NOTES
NONE
GN-01
GENERAL NOTES
UTILITIES
Vectren Energy
205 S. Madison
Bloomington, IN 47404
Ariel Thomas
812-330-4018
No apparent conflict
Comcast Cable Communications
1600 W. Vernal Pike
Bloomington, IN 47404
Steve McArtor
812-360-3090
Smithville
1600 W. Temperance St.
Elletsville, IN 47429
Kimberly Pitcher
812-935-2315 / 812-340-7076
Zayo Bandwidth
701 W. Henry Street, Suite 201
Indianapolis, IN 46225
Waylon Higgins
765.341.1199
No facilities within project limits
AT&T
4517 Indiana Bell Court
Bloomington, IN 47408
Russel Owen
812-334-4629
Facilities within project limits
Ion Communications
3195 W. Fairview Road, Suite C
Greenwood, IN 46142
John Seeber
317-716-7702
Windstream Communications
Daniel Leskinen
812-455-9558
Indiana University-UITS
2709 E. 10th Street
Bloomington, IN 47408
P.K. Patel
812-855-7894
Gary Staley
812-855-9030
Facilities within project limits
Remove
Do Not Disturb
R
DND
Use In PlaceUIP
Existing Right-of-Way
Existing Property Line
Existing Easement
Proposed Right-of-Way
Temporary Right-of-Way
ApproximateApprox.
Exist. Existing
8. All inlets noted as "modified" type are standard INDOT
structures.with any of the following modifications: adjustments
in depth, additional inlet or outlet pipes, or a 3" drop across the
structure bottom, or as otherwise noted. Unless otherwise
noted, no special details are required.
9. Existing curb types may vary at streets. Contractor shall inspect
curb prior to beginning work to assure proper fit and transition.
10. For any bid item for which a quantity is bid (see itemized
proposal), prior written approval from the Engineer to exceed
the bid quantity is required or no payment will be made for the
overage.
11. If existing roadway signs interfere with the prosecution of the
work for this project, such signs and posts shall be removed,
stored and relocated as directed. Existing signs not in conflict
may remain in place.
12. Positive drainage shall be maintained at all times.
13. Access to all entrances shall be maintained at all times.
14. Concrete washouts shall be in a contained system per the
Monroe County Soil and Water Conservation District. Washouts
shall not be performed directly onto the ground.
15. The Contractor shall verify all drainage structure and pipe
types, material, wall thicknesses, inverts, depths, diameter,
sizes and conditions prior to ordering materials for adjustments,
connections, extensions or alterations. Contractor shall assume
responsibility for proper fit.
16. The Contractor shall ensure that safe access is maintained to all
businesses and residences during all phases of construction.
17. Contractor shall verify all drainage, sanitary and utility
structures and pipe types, materials, wall thicknesses, inverts,
depths, diameter, sizes and conditions prior to ordering
materials for adjustments, connections, extensions or
alterations. Contractor shall assume responsibility for proper
fit.
1. CMT plans are part of a larger plan set. Contractor shall
coordinate the CMT plans with all other plans in the set.
2. Topography, property, right of way, easement and other survey
information has been provided by others. The Contractor shall
notify the Architect and/or Engineer if information included in
the plans does not appear to represent what is viewed in the
field. Engineer assumes no liability for any problems resulting
from the use of this data.
3. Approximate Bedrock Depth was interpolated from site boring
logs provided to the City by others in the Preliminary
Geotechnical Evaluation for the Certified Tech Park; the
Geotechnical Evaluation for the Certified Tech Park; and in the
Geotechnical Report Updated for the Certified Tech Park. The
information is shown for clarity, but may not be complete or
accurate. The Contractor is responsible for rock excavation
necessary for construction of the improvements, whether
shown or not. When the Contractor discovers existing rock in
conflict with the proposed improvements, the Contractor shall
notify the City. Engineer assumes no liability regarding the use
of the geotechnical reports.
4. Horizontal and vertical control established by Bledsoe, Riggert,
Cooper, James (BRCJ). The Contractor shall verify the
accuracy of the horizontal and vertical control before
construction commences. All discrepancies shall be reported to
the Engineer prior to the start of construction.
5. Manholes, catch basins, castings, pipes, hydrants, power poles,
buildings, property boundaries, etc., that are indicated on plan
sheets have been identified and located by AGIS drawings,
BRCJ survey or by the Engineer's field review. This
information is shown for clarity, but may not be complete or
accurate. The Contractor is responsible for all utility
coordination shown or not. The Contractor shall have all
utilities field located as necessary prior to beginning work. The
support, protection and restoration of all utilities and
appurtenances shall be the responsibility of the Contractor.
6. At any location where cold planing is indicated, a 1 inch butt
joint is required where the cold planing and resurfacing meet
existing pavement.
7. Tack coat is required with each layer of asphalt placed. Tack
coat is required on vertical surfaces next to asphalt (i.e.. gutter,
shoulder, widening, etc.).
Existing Conditions:
It is the Contractors responsibility to obtain the Geotechnical Reports and the Phase I
and Phase II Environmental Site Assessments for this project. The presense of rock is
known to occur within the project limits.
Contractor shall be aware of the project site conditions and shall take these conditions
into account when excavating, ordering materials, or performing any other activities.
18. Contractor should be aware that other construction projects
near or adjacent to the project are on-going as part of the
Certified Tech Park (CTP). Contractor shall coordinate work on
this project with work on other adjacent projects.
19. Contractor shall reconnect all roof drains and pipes to the
proposed storm drainage system.
20. Contractor shall vary pavement cross slopes to match existing
doors, steps, building foundations or other features as
approved by the Engineer.
21. Pavement and sidewalk cross slope shall not exceed 2%. In
resurfacing areas, pavement cross slope may exceed 2% as
approved by the Engineer.
22. Existing utility information shown is based on topographical
surveys provided or records of the various utility companies.
This information is shown for clarity, but may not be complete
or accurate. The Contractor is responsible for all utility
coordination shown or not. The Contractor shall have all
utilities field located as necessary prior to beginning work. The
support, protection and restoration of all utilities and
appurtenances shall be the responsibility of the Contractor.
23. All utility information shall be considered QL-D unless otherwise
indicated and is included for informational purposes only. The
Contractor is responsible for locating and coordinating with
utility companies in accordance with the plans and
specifications and with Indiana Code.
24. Distuptions to water and sanitary service during construction
and/or lowering activites will be scheduled by the Contractor
with the approval of the City of Bloomington Utility Department.
A minimum of 24-hour notification will be provided to the
affected customers.
25. All items shown on CMT plans are INDOT items unless noted
otherwise. Contractor shall contact Engineer for any
clarifications on INDOT items. INDOT Standard Specifications,
2018 are to be utilized for INDOT items, unless noted
otherwise. INDOT Standard Specifications and Drawings can
be found on the INDOT website.
Existing Water
Existing Gas
Existing Sanitary Sewer
Existing Storm Sewer
Existing Electric
Proposed Water
Proposed Gas
Proposed Sanitary Sewer
Proposed Storm Sewer
Proposed Electric
Proposed Telephone
To Be RemovedTBR
Duke
CBU
Vectren Energy
Duke Energy
City of Bloomington Utilities
Vectren
OH Overhead
UG Undergound
MH Manhole
BDU Bloomington Digital Underground
Existing Telephone
Existing Overhead Electric
Existing Fiber Optic
Proposed Fiber Optic
TBRBO To Be Removed By Others
REL To Be Relocated
GENERAL LEGEND
LIGHT RELOCATATION
This work shall consist of removing and relocating existing light poles
and fixtures as indicated in the Plans.
ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN
CONFORMANCE WITH NFPA 70 (CURRENT LOCAL VERSION IN
FORCE), THE RESPECTIVE EQUIPMENT MANUFACTURER'S
DIRECTIONS AND ALL OTHER APPLICABLE LOCAL CODES, LAWS,
ORDINANCES AND REQUIREMENTS IN FORCE. ANY INSTALLATION
WHICH VOIDS THE U.L. LISTINGS (OR THIRD PARTY LISTING)
AND/OR THE MANUFACTURER'S WARRANTY OF A DEVICE SHALL
NOT BE PERMITTED.
Light Relocation shall not be measured for payment but shall be
included in the overall contract price. There will be no direct payment
for the removal of the existing lights, the removal of the light pole
foundation to the limits needed to fit with other work in the contract
or to a minimum 1' below proposed subgrade depth, salvage of any
light poles and fixtures, storing and reinstalling light poles and
fixtures, designing and installing new pole foundations, and all
conduit, wiring, handholes and other appurtenances, including the
installation necessary such that the lights are operational at the
conclusion of construction.
Lighting circuits shall match the existing lighting circuitry. Any
coordination with Duke Energy or fixture owner(s) is the responsibility
of the Contractor.
The repair or replacement of any pole and fixtures damaged by the
Contractor during the project shall be the responsibility of the
Contractor and shall be repaired or replaced by the direction of the
ENGINEER.
Shop drawings with structural design calculations for the foundations
shall be submitted and shall be sealed by a Licensed Professional
Engineer in the state of Indiana.
S Salvage and Return to Owner
Duke Energy
1100 W. Second Street
Bloomington, IN 47403
Kerry Ducker
812-337-3035
Facilities within project limits
Duke Energy - Energy Innovation
400 S. Tryon St. #1331
Charlotte, NC 28202
Microgrid
Jonathan Landy
980-373-1815 / 423-534-2088
Zak Kuznar, Ph.D.
704-382-9644 / 513-265-2157
Duke Energy-Transmission
Tyler Coon
812-838-2806
Facilities within project limits
City of Bloomington Utilities
1969 S. Henderson St.
Bloomington, IN 47401
Phil Peden, P.E.
812-349-3634
Bloomington Digital Underground
401 N. Morton, Suite 150
Bloomington, IN 47401
Rick Dietz
812-349-3485
Rick Routon
812-349-3856
JDH Contracting
8109 Network Drive
Plainfield, IN 46168
Support City ITS/BDU
Dave Tesmer
317-839-0520 / 317-339-1006
Matt Silbert
317-903-8705
EXISTING BOX CULVERT
The design of pavement or other appurtenances near or over the unknown box culvert location shown herein are not
intended to provide structural capacity to allow traffic or construction loading over the existing box culvert, as the structural
capacity of the box culvert is unknown.
The Contractor shall take extreme care when working in the vicinity of the box culvert to prevent damage. Any damage
caused by construction operations shall be repaired by the Contractor at his sole expense to the satisfaction of the City.
See Specifications.
1
1
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
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1 10.26.2017 Addendum 01
MAINTENANCE OF
TRAFFIC NOTES
NONE
MT-01
A Fair of the Arts
Dates: Typically on 2
nd
Saturdays in September & October
Location: 401 N. Morton Street
Bloomington Community Farmers’ Market
Dates: Saturdays in April & October; Tuesdays in June through September
Location: 401 N. Morton Street
Concerts, Movies and Plays
Dates: Schedules vary - Contact City of Bloomington to verify schedule & Coordinate construction activities
and/or Maintenance of Traffic
Location: 401 N. Morton St.
21. Contractor shall follow the latest editions of the INDOT Standard Drawings, INDOT Specifications, and the
Manual on Uniform Traffic Control Devices (MUTCD) as it pertains to sign panel and text legend dimensions,
sign mounting requirements, barricades/drums/vertical panels placement and dimensions, temporary pavement
marking striping, lane tapers, daily lane closures, and drop off criteria next to traveled way.
22. Contractor is to be aware of the following activities in the City of Bloomington and coordinate with the Engineer
regarding their potential impact on construction activities and/or maintenance of traffic:
A.
B.
C.
Maintenance of Traffic General Notes:
1. Contractor shall conduct a meeting with the City of Bloomington and with the Fire and Police Departments two
(2) weeks prior to any street or alley closures. Contractor shall provide a detailed MOT plan that meets all the
requirements of Sec 807 and the plans and specifications and includes dates of closures.
2. N. Morton Street shall remain open to through (north/south) traffic during construction. Single lane daily lane
closures shall occur during the hours of 9:00 AM through 4:30 PM only and shall be pre-approved with the City
of Bloomington. All daily lane closures shall require flaggers.
3. Contractor shall coordinate access of mail service with the Postmaster.
4. Contractor shall coordinate access of ambulance service with the Indiana University Health Bloomington
Emergency Medical Transport Services.
5. Contractor shall coordinate access of Fire & Rescue services with the City of Bloomington Fire Department.
6. Contractor shall coordinate access of trash collection service with the City of Bloomington Sanitation Division.
Contractor shall ensure trash collection facilities are accessible by the City.
7. Contractor shall coordinate access to City Bus service and bus routes with Bloomington Transit.
8. Contractor shall coordinate access of school bus service with the Monroe County Community School
Corporation (MCCSC) Transportation Office.
9. Contractor shall provide compacted rock ramps at all changes in grade for emergency access. The material
used shall allow a 22-ton fire truck to traverse the grade change.
10. Contractor shall maintain driveway access at all times. Compacted Aggregate No. 53 shall be used for all
temporary access drives.
11. Contractor shall maintain safe pedestrian access to businesses and residential buildings at all times.
12. Contractor shall maintain ADA compliant access at all times to all businesses and for any residents which
require ADA access and for which ADA access is removed by the Contractor for construction purposes.
13. Contractor shall provide the Engineer a weekly schedule detailing the impacted areas of construction and the
methods for maintaining pedestrian access to businesses and residences throughout the project length. This
schedule shall be supplied and updated by the contractor on a weekly basis.
14. Contractor shall place Sidewalk Closed (R9-9, 24" x 12") as needed per Contractor construction staging and as
approved by the Engineer.
15. Contractor shall coordinate with adjacent construction projects.
16. No construction traffic is permitted to operate on or drive over sidewalks or other elements with basements or
vaults underneath. Contractor shall be responsible for any and all damage to basements or vault structures
resulting from construction traffic.
17. Contractor shall be responsible for all required excavation protection and stabilization of existing and proposed
facilities; existing and proposed utilities; building walls; retaining walls; existing and proposed foundations;
slopes; and any or all other elements within or adjacent to the public Right-of-Way that may potentially be
affected by the excavation or construction procedures.
18. Existing street and area lighting shall remain in operation as long as practical. New street and area lighting
shall become operational as soon as practical. Contractor shall coordinate lighting schedule with Engineer and
contact Duke Energy prior to removing existing street lighting from operation.
19. Contractor shall abide by the City of Bloomington Noise Ordinance (Chapter 14.09 of Bloomington, Indiana,
Code of Ordinances) which is in effect between 6:00 AM and 10:00 PM on non-holidays and all day on Sundays
and holidays unless allowed by exemption or special permit. Contractor shall be aware that the work is
adjacent to residences and that the City of Bloomington and/or the Engineer may require that noise levels be
reduced at 7:00 PM.
20. Contractor shall protect flora, roots or other plant life.
1
23. The Contractor shall erect barricades, warning lines and other protections as warranted by INDOT, County,
Township and City Standards. See also sheet MT-01, Maintenance of Traffic General Notes.
24. Workers shall at all times yield right-of-way to motorists and pedestrians.
25. The Contractor shall take precautions to not damage vehicles parked adjacent to their work area. Vehicles
shall be relocated within the lot and the owner notified to prevent damage. The vehicle owner shall be given
the opportunity to move the vehicle prior to relocation. Costs associated with vehicle protection and relocation
shall be borne by the Contractor.
26. The Contractor shall update his schedule on a regular basis and keep all Owners and the City apprised of
schedule changes, areas to be kept clear of vehicles and other such information that will allow for
uninterrupted completion of the work.
27. 10th Street and Madison Street improvements by others.
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
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1 10.26.2017 Addendum 01
EROSION CONTROL
SWPPP NOTES
NONE
EC-01
LOCATION MAP
NORTH
Scale 1" = 250'
Disturbed Area = 0.65 Acres
In the event of an accidental spill, immediate action will be undertaken by the Contractor to contain and remove the spilled material. All hazardous materials will be
disposed of by the Contractor in the manner specified by federal, state and local regulations and by the manufacturer of such products. As soon as possible, the spill will
be reported to the appropriate agencies. As required under the provisions of the Clean Water Act, any spill or discharge entering waters of the United States will be
properly reported. The Contractor will prepare a written record of any spill of petroleum products or hazardous materials in excess of 1 gallon or reportable quantities,
whichever is less, and will provide notice to the Owner within 24-hours of the occurence of the spill.
Any spills of petroleum products or hazardous materials in excess of Reportable Quantities as defined by EPA or the state or local agency regulations, shall be immediately
reported to the EPA National Response Center (1-800-424-8802) and the Indiana Emergency Response commission (1-888-233-7745). Any quantity of petroleum product
is considered a reportable quantity in the State of Indiana. The reportable quantity for hazardous materials can be found in 40 CFR 302 and in the "List of Lists" published
by the U.S. EPA. A copy of the "List of Lists" can be obtained from the Indiana Emergency Response commission, Hazardous Materials Department at (888) 233-7745.
In order to minimize the potential for a spill of petroleum product or hazardous materials to come in contact with storm water, the following steps will be implemented:
a) All materials with hazardous properties (such as pesticides, petroleum products, fertilizers, detergents, construction chemicals, acids, paints, paint solvents,
additives for soil stabilization, concrete, curing compounds and additives, etc.) will be stored in a secure location, under cover, when not in use.
b) The minimum practical quantity of all such materials will be kept on the job site and scheduled for delivery as close to time of use as practical.
c) A spill control and containment kit (containing for example, absorbent material such as kitty litter or sawdust, acid neutralizing agent, brooms, dust pans,
mops, rags, gloves, goggles, plastic and metal trash containers, etc.) will be provided at the storage site.
d) All of the product in a container will be used before the container is disposed of. All such containers will be triple rinsed with water prior to disposal. The
rinse water used in these containers will be disposed of in a manner in compliance with state and federal regulations and will not be allowed to mix with
storm water discharges.
e) All products will be stored in and used from the original container with the original product label.
f) All products will be in strict compliance with instructions on the product label.
g) The disposal of excess or used products will be in strict compliance with instructions on the products label.
B14 - Monitoring and maintenance guidelines for each proposed pollution prevention measure.
Between the times this SWPPP is implemented and final Notice of Termination has been submitted, all disturbed areas and pollutant controls must be inspected daily. The
purposed of site inspections is to assess performance of pollutant controls. The inspections will be conducted by the Contractor's Site Superintendent. Based on these
inspections, the Contractor will decide whether it is necessary to modify this SWPPP, add or relocate controls, or revise or implement additional Best Management Practices
in order to prevent pollutants from leaving the site via storm water runoff. The Contractor has the duty to cause pollutant control measures to be repaired, modified,
supplemented, or take additional steps as necessary in order to achieve effective pollutant control. This SWPPP shall serve as a guideline for stormwater quality; however,
it should not be interpreted to be the only basis for implementation of measures for the project site.
Examples of specific items to be evaluated during site inspections are listed below. This list is not intended to be comprehensive. During each inspection, the inspector
must evaluate overall pollutant control system performance as well as particular details of individual system components. Additional factors should be considered as
appropriate to the circumstances.
Construction Exit and Track Out: Locations where vehicles enter and exit the site must be inspected for evidence of off-site sediment tracking. A stabilized
construction exit shall be constructed where vehicles enter and exit. Exits shall be maintained or supplemented with additional rock as necessary to prevent the release of
sediment from vehicles leaving the site. Any sediment deposited on the roadway shall be swept as necessary throughout the day or at the end of every day and disposed
of in an appropriate manner. Sediment shall NOT be washed into storm sewer systems.
Sediment Control Devices: Sediment barriers, traps and basins must be inspected and they must be cleaned out at such time as their original capacity has been
reduced by 50 percent. All material excavated from behind sediment barriers or in traps and basins shall be incorporated into on-site soils or spread out on an upland
portion of the site and stabilized. Additional sediment barriers must be constructed as needed.
Material Storage Areas: Inspections shall evaluate disturbed areas and areas used for storing materials that are exposed to rainfall for evidence of, or the potential
for, pollutants entering the drainage system or discharging from the site. If necessary, the materials must be covered or original covers must be repaired or
supplemented. Also, protective berms must be constructed, if needed, in order to contain runoff from material storage areas. All state and local regulations pertaining to
material storage areas will be adhered to.
Vegetation: Vegetated areas shall be inspected to confirm that healthy vegetation and mulch is maintained. The site has achieved final stabilization once all areas
are covered with building foundation or pavement, or have a healthy stand of vegetation.
Discharge Points: All discharge points must be inspected to determine whether erosion and sediment control measures are effective in preventing discharge of
sediment from the site or impacts to receiving waters. The Contractor must identify/report all deficiencies, any corrections, whether they are identified during the current
inspection or have occurred since the previous inspection, and any additional comments. Based on inspection results, any modification necessary to increase effectiveness
of this SWPPP to an acceptable level must be made immediately but no longer than within 48 hours of the inspection. The inspection reports must be complete and
additional information should be included if needed to fully describe a situation. An important aspect of the inspection report is the description of additional measures that
need to be taken to enhance plan effectiveness. The inspection report must identify whether the site was in compliance with the SWPPP at the time of inspection and
specifically identify all incidents of non-compliance. Ultimately, it is the responsibility of the Contractor to assure the adequancy of site pollutant discharge controls. Actual
physical site conditions or contractor practices could make it necessary to install more structural controls than are shown on the plans. For example, localized
concentrations of runoff could make it necessary to install additional sediment barriers. Assessing the need for additional controls and implementing them or adjusting
existing controls will be a continuing aspect of this SWPPP until the site achieves final stabilization. Any modifications, additions or deletions of sediment control devices
must be approved by the Engineer.
B15 - Erosion & sediment control specifications for individual building lots. This project is composed of one building site and the adjacent street. All erosion and sediment
control specifications for the building site are included above.
B16 - Dewatering. Discharges from dewatering operations must be directed through appropriate pollution prevention/treatment measure, such as a pump discharge filter
bag prior to being dicharged from the site. Under no circumstances are discharges from dewatering operations to be discharged directly into streams, rivers, lakes or
other areas off-site. Likewise discharges into storm sewer systems that do not drain to a suitable on-site treatment facility , such as a basin are also prohibited.
Discharges from dewatering operations must also be constructed in a manner to prevent erosion from the discharge runoff.
Assessment of Storm Water Pollution Prevention - Post Construction Component (Section C)
C1 - Description of pollutants and their sources associated with the proposed land use. This project is expected to have the following types of pollutants: oil, grease,
antifreeze, brake fluid, break dust, rubber fragments, gasoline, diesel fuel and other hydrocarbons from vehicles emissions. Also expected are metals from vehicles and
other sources, sediment from wearing of the road surface or washing of vehicles, trash (from littering and other types of improper disposal) and elevated receiving water
temperatures from runoff contact with impervious surfaces.
C2 - Sequence describing storm water quality measure implementation. Implementation of storm water quality measures will begin with the first construction activities
on the site. As presented in Section B2, the initial onsite operations are to install the perimeter measures: stabilized construction entrances with washout basins, inlet
protection, and silt fence. The hydrodynamic separator, which will act as the permanent water quality device, will be installed during grading operations. Temporary
measures, inlet protection, silt fence, construction entrance, and washout basins, will be removed at the end of construction when the permanent measures are
established.
C3 - Description of proposed post construction storm water quality measures. The primary post construction stormwater quality measure is treatment through an off-line
hydrodynamic separator. The proposed inlets flow toward the hydrodynamic separator, which is designed to treat the first flush from the project site.
C4 - Location, dimensions, specifications and construction details of each storm water quality measure. See the Erosion Control Plan and details.
C5 - Description of maintenance guidelines for proposed post construction water quality measures. The stormwater BMP will be operated and maintained by Alex
Crowley, Director of Economic and Sustainable Development, City of Bloomington, Indiana, 401 N. Morton Street, Suite #150, Bloomington, IN 47404, 812-349-3418,
[email protected]. Ongoing maintenance and monitoring requirements for this BMP will include:
1) Collection of accumulated trash and debris which could clog or impair the function of the device.
2) Inspect all components of the hydrodynamic separator quarterly, or as needed. The Aqua-Swirl is a single chamber hydrodynamic separator with no "blind"
chambers. Make minor repairs as needed per manufacturer's recommendations.
3) Maintain records of all inspections and maintenance activity. Include estimate of sediment and/or debris removed. Indicate sediment and/or debris disposal
methods.
Site Name - The site schedule for construction is known as "Red Parking Lot Adjustments", herein referred to as the "project".
Project Location - Bloomington, Indiana
Owner Information
Name: City of Bloomington
Address: 401 North Morton Street, Suite 150 Bloomington, Indiana 47404
Representative: Alex Crowley
Title: Director of Economic & Sustainable Development
Telephone: 812-349-3418
Email: [email protected]
Operator Information - see owner information
Certification -
as required by 327 IAC 15-4-3 (reporting requirements), "all reports required by this article and other information requested by the commissioner shall be signed by a person described as follows, or by
a duly authorized representative of that person." Further, under 327 IAC 15-4-3-G-3, said person shall make the following certification:
"I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly
gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the
information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of
fine and imprisonment for knowing violations.".
__________ _____________________________ _______________
(Owner Representative Name - printed) (date)
__________ _____________________________
(Owner Representative Name - signed)
________________________________________
(Owner Representative Title)
A1 - Plan index showing locations of required items. The information provided herein is intended to address the "Rule 5 Guidance for Construction Plan/Storm Water Pollution Plan Development"
guidance published by IDEM. Each individual item from A1 through C5 will be addressed in order herein and if the information is not included on this sheet, then specific reference will be made in the
individual items being addressed.
A2 - 11 x 17 inch plat showing building lot numbers/boundaries and road layout/names. The location plat for this project is provided on this sheet.
A3 - Narrative describing project nature and purpose. This project consists of the construction of drainage improvements, parking lot modifications, gateway features, and street resurfacing.
A4 - Vicinity map showing project location. The vicinity map and project site are shown on the title sheet.
A5 - Legal description of the project site. The project is located in the City of Bloomington, Indiana, Solution Tree and City/County parking areas at the southwest corner 10th Street and Morton Street.
Township 9 North, Range 1 West, in the SE quarter of Section 32 and SW quarter of Section 33.
A6 - Location of all lots and proposed site improvements. The project will incorporate a new driveway entrance into the existing Solution Tree and City/County parking lot south of 10th Street. See plan
sheets.
A7 - Hydrologic unit code. The 14 digit hydrologic unit code for the project site is 05120208090010.
A8 - Notation of any state or federal water quality permits. IDEM Water Notice of Intent, IDEM Sewer Permit, City of Bloomington permit/approval, others as required.
A9 - Specific points where storm water discharge will leave the site. Storm water discharges from the site at several locations: see the plan sheets for specific locations.
A10 - Location and name of all wetlands, lakes, and water courses on and adjacent to the site. City of Bloomington storm sewer system.
A11 - Identify all receiving waters. The receiving water for this project site is the Bloomington storm sewer system.
A12 - Identification of potential discharges to groundwater. None.
A13 - 100 year floodplains, floodways, and floodway fringes. The project is located in flood zone X as found on the Flood Insurance Rate Map (FIRM). See the FIRM, Monroe County, Indiana, - Panel
Number 18105CO141D.
A14 - Pre-construction and post construction estimate of peak discharge. The peak discharge under the proposed condition is estimated to be similar to the existing condition as the amount of
impervious area is not being significantly altered.
A15 - Adjacent land use, including upstream watershed. The adjacent land use is primarily commercial use.
A16 - Locations and approximate boundaries of all disturbed areas. Boundaries of disturbed areas are the site boundaries, and the right of way of 10th Street to 11th Street between N. Rogers Street to
N. Morton Street. See the Erosion Control Plan sheets.
A17 - Identification of existing vegetative cover. The existing cover within the construction limits is asphalt and concrete pavement on the roadways. There is grass coverage in an undeveloped
property north of 10th Street.
A18 - Soils map including descriptions and limitations. The soils on the project site are composed of Urban land Fox complex, UfA, 0 to 3 percent slopes, and Urban land - Genesee complex, Ug. Both
of these soil types are known to be well-drained.
A19 - Locations, size and dimensions of proposed storm water systems. The existing stormwater system on the site will be enhanced with new inlets and a hydrodynamic separator for water quality.
The existing storm structure in the project limits will remain in use.
A20 - Plan for any off-site construction activities associated with this project. Off-site construction activities are not anticipated for this project.
A21 - Locations of proposed soil stockpiles, borrow and/or disposal areas. Disposed material that cannot be used within the project limits shall be removed from the site to a predetermined location
provided by the contractor. The location of a disposal area is unknown. The contractor will select the disposal site and be responsible for the compliance of that location. Disposal areas shall be
protected from erosion and sedimentation through the implementation of Best Management Practices (BMP). Disposal area locations shall be noted on the site map and permitted in accordance with the
general permit requirements.
A22 - Existing site topography at an interval appropriate to show detailed drainage patterns. See the grading plans for existing topography.
A23 - Proposed final topography at an interval appropriate to show detailed drainage patterns. See the grading plans for the proposed topography.
Assessment of Storm Water Pollution Prevention - Construction Components (Section B)
B1 - Description of potential pollutant sources associated with the construction activities. The following potential pollutant sources may be associated with construction activities on site during
construction of this project: exposed soils, stored materials (i.e. concrete or mortar), construction waste and debris, fuel storage areas or vehicles containing fuels and oils, sanitary waste from
temporary toilet facilities, and concrete waste or washout areas. The measures to be taken to minimize the potential for pollutant release into the storm water include prompt stabilization (temporary
or permanent) of exposed soils, providing covered storage areas for materials stored on site, providing dumpsters or other containers for generated construction waste, minimizing the use of on-site
fueling and maintaining appropriate spill containment and clean up materials on site, prompt cleanup of spilled fuels or lubricants, regular pumping out of temporary toilet facilities, and providing clearly
marked and accessible concrete and concrete waste washout facilities.
B2 - Sequence describing storm water quality measure implementation relative to land disturbing activities. The sequence of construction can generally be described as follows:
1. Install temporary track- out control device at construction entrance to prevent off-site tracking.
2. Install silt fences and inlet protection for existing inlets necessary for the construction of the project. Clear only those areas necessary for the installation of the silt fence.
3. Remove the existing pavement as indicated in the plans and clear right-of-way as indicated in the plans. Commence rough grading for site as needed to facilitate improvements.
4. Install BMP's not already installed to facilitate utility installations, and other mass grading activities.
5. Temporarily seed disturbed areas that will be inactive for 7 days or more.
6. Install roadway subgrade treatment, underdrain, curb and gutter sections, sidewalk, driveways and pavement throughout construction.
7. When permanent site cover is established, remove all remaining temporary storm water BMP's.
B3 - Stable construction entrance locations and specifications. All access points to the project locations are paved city streets. Any sediment deposited on the roadway shall be swept as necessary
throughout the day or at the end of every day and disposed of in an appropriate manner. Sediment shall NOT be washed into storm sewer systems. Stabilized construction entrances will be located as
shown on the plans. Temporary track-out control devices shall be installed on existing pavement. Dimensions of the stabilized entrance shall be a minimum of 20 ft. wide and at least 50 feet long.
Shorter dimensions may be allowed if smaller vehicles are capable of making at least three complete wheel turns before exiting the site.
B4 - Sediment control measures for sheet flow areas. Silt fence is a synthetic permeable woven or non-woven geotextile fabric incorporating metal, synthetic or wood support stakes at intervals
sufficient to support the fence (5-feet maximum distance between posts), water, and sediment retained by the fence. Silt fence may be installed with a wire fence backing for additional support. The
fence is designed to retain sediment-laden storm water and allow settlement of suspended soils before the storm water flows through the fabric and discharges off-site. Install silt fence at a fairly level
grade along the contour with the ends curved uphill to provide sufficient upstream storage volume for the anticipated runoff. Drainage areas shall not exceed 1/2 acre per 100 feet of wire-reinforced silt
fence for slopes less than 2 percent. Excavated areas and embankments shall be permanently seeded immediately after final grading. If not, they shall be temporarily seeded if no construction activity
in the area is planned for seven days.
B5 - Sediment control measures for concentrated flow areas. There are no sediment control measures for concentrated flow areas on this project.
B6 - Storm sewer inlet protection measure locations and specifications. Grated inlets are protected for intrusion of sediment through a variety of measures as shown on the Erosion Control drawings.
The primary mechanism is to place controls in the path of flow sufficient to slow the sediment-laden water to allow settlement of suspended soils before discharging into the storm sewer. All inlet
protection devices create ponding of storm water. This should be taken into consideration when deciding on which device or devices should be used. The location of the Storm Sewer Protection devices
are shown in the Erosion Control Plan and details.
B7 - Runoff control measures. Since all locations are within localized low points with the roadways, Section B6 will apply.
B8 - Storm water outlet protection specifications. Since all locations are within localized low points with the roadways, Section B6 will apply.
B9 - Grade stabilization structure locations and specifications. There are no significant grade changes anticipated on this project except on the access ramp to the site. Since the ramp and its
surroundings are paved, the use of grade stabilization devices is not anticipated.
B10 - Location, dimensions, specifications and construction details of each storm water quality measure. See the Erosion Control Plan and details.
B11 - Temporary surface stabilization methods appropriate for each season. There are no temporary surface stabilization measures on this project.
B12 - Permanent surface stabilization specifications. Permanent surface stabilization measures include on of the following as shown on the plans: Vehicle and pedestrian areas will be stabilized by
installations of permanent pavements such as Portland cement concrete or asphalt. Landscaping areas will be stabilized with mulch and plantings.
B13 - Material handling and spill prevention plan. Any hazardous or potentially hazardous material that is brought onto the construction site will be handled properly in order to reduce the potential for
storm water pollution. All materials used on this construction site will be properly stored, handled, dispensed and disposed of following all applicable label directions. Material Safety Data Sheets (MSDS)
information will be kept on site for any and all applicable materials.
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
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1 10.26.2017 Addendum 01
EROSION CONTROL
GENERAL NOTES
NONE
EC-02
Erosion Control Notes
Concrete Washout Detail
(Not To Scale)
10'x10' Min Or
As Required To
Contain Waste
NOTES:
12"
24" Min.
12"
5. The Contractor shall install permanent erosion
control systems within a time specified herein
and as directed by the Engineer. The Engineer
will determine if any temporary erosion control
systems listed in the plans can be deleted and if
any additional temporary erosion control
systems, which were not included in the plans,
shall be added. The Contractor shall perform all
work as directed by the Engineer or as shown in
the standard drawings.
6. Construction equipment shall be sorted and
fueled only at designated locations as determined
by the Engineer. All necessary measures shall be
taken to contain any fuel or pollutant in
accordance with EPA water quality regulations.
Leaking equipment or supplies shall be
immediately repaired or removed from the site.
7. Sediment collected during construction of various
temporary erosion control systems shall be
disposed of on site on a regular basis as directed
by the Engineer. The cost of this maintenance
shall be included in the unit price for sediment
removal. No additional compensation shall be
allowed.
1. All proposed erosion and sediment control shall
be in conformance with the INDOT Standards
and Provisions. Discrepancies between the plans
and INDOT Standards shall not alleviate the
Contractor from adhering to the requirements as
set forth in the Standards.
2. The Contractor shall implement this plan to
minimize erosion within the construction site and
to limit sediments from leaving the construction
site by utilizing proper temporary erosion control
systems.
3. Certain erosion control facilities shall be installed
by the Contractor at the beginning of
construction. Other items shall be installed by
the Contractor as directed by the Engineer on a
case by case basis depending on the Contractor's
sequence of activities, time of year and expected
weather conditions. All temporary erosion control
measures shall be inspected daily or after a
significant rainfall event for large sediment
deposits and damage. Temporary erosion control
measures shall be repaired as necessary and as
directed by the Engineer.
8. The temporary erosion control systems shall be
left in place with proper maintenance until
permanent erosion control measures are in place
and working properly.
9. The temporary erosion control systems shall be
removed as directed by the Engineer after use is
no longer needed or system is no longer
functioning. The cost of this removal shall be
included in the unit bid price for the various
temporary erosion control items.
10. On-site and off-site soil stockpile and borrow
areas shall be protected from erosion and
sedimentation through implementation of best
management practices. Stockpile and borrow
area locations shall be noted on the site map and
permitted in accordance with the general permit
requirements.
11. Additional erosion and sediment control
measures may be required by the inspector.
12. Contractor shall obtain the Rule 5 Permit.
INLET FILTERS
FOR CURB INLETS
INLET FILTERS
FOR ROUND OPENINGS
(Not To Scale)
Temporary Inlet Protection
INLET FILTERS FOR RECTANGULAR
OPENINGS WITH GRATES
Ultimate Bypass Area
Replaceable filter bag
w/stainless clamping band
skimmer pouch
304 stainless steel
framing w/ lift handles
Ultimate Bypass Area
Replaceable filter bag
w/stainless clamping band
skimmer pouch
Rear deflector
304 stainless steel
framing w/ lift handles
NOTES:
All framing shall be constructed of 304 stainless steel for 25 year service life
rating.
Framing bypass shall be designed to meet or exceed the design flow of each
particulary drainage structure.
Filter basket shall be such that Installation can be as follows:
1.
2.
3.
Remove Grate.
Drop inlet filter onto load bearing lip of casting or concrete structure.
Replace grate.
a.
b.
c.
Concrete washout area shall be installed prior to any concrete placement on
site.
The concrete washout area shall be repaired and enlarged or cleaned out as
necessary to maintain capacity for wasted concrete.
The concrete washout shall be inspected daily or after a significant rainfall
event for damage and repaired as necessary and as directed by the Engineer.
At the end of construction, all concrete shall be removed from the site and
disposed of at an approved waste site.
When the concrete washout area is removed, the disturbed area shall be
stabilized in a manner approved by the Engineer.
If concrete washout location is not visible from the pour location, contractor
shall provide signage directing drivers to the washout facility.
1.
2.
3.
4.
5.
6.
Compacted Embankment
Material, Typ.
3:1 Or Flatter
Side Slopes
Sign To Indicate The Location Of The
Concrete Washout Area
Berm Around Perimeter
Polyethylene Lining (10 mil)
Ground Line
Plan Symbol
CO
MH
EM DS DS
DSDSB
PV
MH
ST
WM
CO
E
FH
MH
SA
SA
B
GMPV
B
ST
PV
G G
Elec.Box
Elec.Box
XX
XXX
X X
H2O
SGAS
GASGAS
GASGAS
H2OH2O
H2OH2O
H2O
STST
ST
ST
ST
ST
ST
STST
ST
ST ST ST
SAN
SAN
SAN
SAN
SA
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST
S
ST
ST
STST
ST
ST
ST
ST
ST
UT
UT
UT
UT
UT
UT
UT
SANSAN
SAN
UT
UT
UT
UT
UT
UT
UT
UT
UT
H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O
O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2OH2O
H2OH2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O H2O H2O H2O H2O H2O
H2O H2O
ST ST
ST ST ST ST ST ST ST ST ST ST ST ST
ST ST
UT UT UT UT UT
STST
STST
STST
STST
STST
STST
STST
STST
STST
STST
STST
STST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
H2O
H2OH2O
H2OH2O
H2OH2O
H2O
ST
ST
ST
4" WATER
8" WATER
12" PRIVATE WATER
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2O
12" PRIVATE WATER
8" WATER
8" WATER
12" PRIVATE WATER
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UTUT
UTUT
UT UT
UT
UT
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
U
UCATV
ST ST STST
STST
STST
STST
ST
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTUTUTUT
UT
CONCRETE ENCASED
CONDUIT (FIBER/COPPER)
--ABANDONED-- SH
SH
COOLINGUNIT
COOLINGUNIT
TRANSFORMERMETER PANEL
BHBH RB.8
BHBH S.10
BHBH RB.7/PC-3
BHBH S-8 ST
BHBH RB.8
BHBH S.10
BHBH RB.7/PC-3
BHBH S-8
BHBH RB.8
BHBH S.10
BHBH RB.7/PC-3
BHBH S-8
WM
PV
STEV
Rsr.Tel.
Elec.Box
TRsr.Tel.
Rsr.Tel.
PV
STST
ST
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
H2O H2O
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
U
UT
UTUT UT UT UT UT UT UT UT UT
CONCRETE ENCASED
CONDUIT (FIBER/COPPER)
--ABANDONED--
CO
Rsr.Tel.
GM
CO
MH
Rsr.Tel.
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTUT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTUT
UT
U
UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE
UGE
UGEU
GEU
GEU
GEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O SAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SAN
SAN SAN SAN
ST ST ST ST ST ST ST
$
$
$
$
$
$
$
$
$
$
$
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
SOLUTION
TREE
BUILDING
W
.
1
0
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S
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T
MA
DIS
ON
S
TR
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N. M
OR
TO
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E
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I
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P
A
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N
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L
O
T
CIT
Y O
F
BLO
OM
ING
TON
EXISTING
RED LOT
Place silt fence at
limits of graded area
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
L:\A
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1 10.26.2017 Addendum 01
SCALE: 1" = 20'
0' 20'10'
Erosion Control Notes:
1. Contractor shall provide temporary inlet protection at a
minimum at the locations shown.
2. Temporary inlet protection shall conform to INDOT Standard
for Temporary Erosion Control Inlet Bag Protection or other
means per INDOT Standards.
3. Install silt fence inside curb line to prevent mud and
construction debris from flowing onto paved areas.
4. Install temporary track-out control device at construction
entrance(s) to prevent off-site tracking (not shown).
5. All concrete washouts shall be in a contained system in
accordance with the Monroe County Soil and Water
Conservation District.
6. Construction shall conform to the Erosion Control Plan
SWPPP Notes, Sheet EC-01. See Sheet EC-02 for Erosion
Control Plan General Notes.
7. See sheet GN-01 for General Notes and Legend.
8. 10th Street and Madison Street improvements by others.
EROSION CONTROL
1" = 20'
EC-03
Legend:
Temporary Inlet Protection
Silt Fence
Existing Inlet / Catch Basin
Existing Curb Inlet
18" PIPE
Rsr.
Tel.
CO
MH
EM DS DS
DSDSB
PV
MH
ST
WM
CO
E
FH
MH
SA
SA
B
B
B
GMPV
B
ST
PV
G G
Elec.Box
Elec.Box
XX
XXX
X X
H2O
SGAS
GASGAS
GASGAS
H2OH2O
H2OH2O
H2O
STST
ST
ST
ST
ST
ST
STST
ST
ST ST ST
SAN
SAN
SAN
SAN
SA
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST
S
ST
ST
STST
ST
ST
ST
ST
ST
UT
UT
UT
UT
UT
UT
UT
SANSAN
SAN
UT
UT
UT
UT
UT
UT
UT
UT
UT
H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O
O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2OH2O
H2OH2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O H2O H2O H2O H2O H2O
H2O H2O
ST ST
ST ST ST ST ST ST ST ST ST ST ST ST
ST ST
UT UT UT UT UT
STST
STST
STST
STST
STST
STST
STST
STST
STST
STST
STST
STST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
H2O
H2OH2O
H2OH2O
H2OH2O
H2O
ST
ST
ST
4" WATER
8" WATER
12" PRIVATE WATER
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2O
12" PRIVATE WATER
8" WATER
8" WATER
12" PRIVATE WATER
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UTUT
UTUT
UT UT
UT
UT
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
U
UCATV
ST ST STST
STST
STST
STST
ST
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTUTUTUT
UT
CONCRETE ENCASED
CONDUIT (FIBER/COPPER)
--ABANDONED-- SH
SH
TRANSFORMERMETER PANEL
ST
WM
PV
B
STEV
Rsr.Tel.
B B
Elec.Box
TRsr.Tel.
Rsr.Tel.
PV
STST
ST
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
H2O H2O
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
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UT
UT
UT
UT
UT
UT
UT
UT
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UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
U
UT
UTUT UT UT UT UT UT UT UT UT
CONCRETE ENCASED
CONDUIT (FIBER/COPPER)
--ABANDONED--
CO
Rsr.Tel.
GM
CO
MH
Rsr.Tel.
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
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TU
TU
TU
TU
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TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
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UT
UT
UT
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UT
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UT
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UT
UT
UT
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UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
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UT
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UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE
UGE
UGEU
GEU
GEU
GEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O SAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SAN
SAN SAN SAN
ST ST ST ST ST ST ST
$
$
$
$
$
$
$
$
$
$
$
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
R R
R
RR
R
X X X X X X X
X
XX
X
X
XX
X X X
X
XXX
X
X
X
X
See note 1
Relocate Sign
See note 2 (typical)
Remove curb
island and
bollards
See note 3
Relocate light pole on
new foundation (typical)
N: 1429278.74
E: 3107680.38
N: 1429254.30
E: 3107624.59
End curb removal
N: 1429232.97
E: 3107635.33
N: 1429228.60
E: 3107635.43
N: 1429282.59
E: 3107863.33
Begin curb removal
N: 1429276.80
E: 3107873.41
X
X
X
N: 1429193.39
E: 3107665.41
Remove curb and
partial grass island,
tree and light pole
to remain
N: 1429135.80
E: 3107822.04
N: 1429174.50
E: 3107821.21
End curb removal
N: 1429136.05
E: 3107843.49
X
X
X
X
X
X
X
X
X
X
X
X
Remove curb and
grass island, relocate
light pole and fixture
X
Protect sidewalk from
damage during curb removal
Begin curb removal
N: 1429111.75
E: 3107858.66
N: 1429129.34
E: 3107889.97
Limits of
pavement
removal
End curb removal
N: 1429278.94
E: 3107780.07
Begin curb removal
N: 1429260.54
E: 3107766.34
End curb removal
N: 1429276.74
E: 3107680.42
Begin curb removal
N: 1429280.38
E: 3107865.30
X
R
S
Relocate sign,
remove uplights
R
RR
X
R
X
R
Parking meter
to be removed
and turned in
to the City,
see note 6
X
XX
X
X
X
X
X
X
X
X
X
X
X
Pole and foundation
not to be disturbed
Protect parking meter
from damage
Remove bollards (3),
replace pavement full
width across drive
entrance, see note 7
Remove three trees
and shrubs
Two trees
to remain
Remove two trees
Two trees
to remain
N: 1429229.22
E: 3107664.64
Remove curb
Existing concrete storm
tunnel to be protected
S
S
Salvage light pole
and fixture, see
note 6
Pole and foundation
not to be disturbed
Existing concrete box culvert,
exact location to be
determined in the field
35'±
N: 1429280.93
E: 3107873.39
N: 429173.74
E: 3107785.61
N: 1429191.94
E: 3107785.22
N: 1429189.72
E: 3107679.73
See note 5
Existing Duke Energy High
Voltage, depth and exact
location unknown, verify in field
Existing Duke Energy High
Voltage, depth and exact
location unknown, verify in field
AT&T, Fiber
Optic and Copper
Existing Indiana University
fiber optic, do not disturb
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
L:\A
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7 R
-0
1 R
EM
OV
AL
P
LA
N.d
wg
1 10.26.2017 Addendum 01
SCALE: 1" = 20'
0' 20'10'
SOLUTION
TREE
BUILDING
W
.
1
0
T
H
S
T
R
E
E
T
MA
DIS
ON
S
TR
EE
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N. M
OR
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N S
TR
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T
Removal Notes:
1. All trees and shrubs within the limits of the new and revised
parking lots shall be removed and disposed of offsite as
noted on the Site Preparation drawing. Trees and shrubs
outside of the construction limits shall be protected from
damage. Trees noted to remain shall be protected from
damage.
2. Relocate existing signage and remove two (2) landscape
uplights. Contractor to saw cut existing sign at ground
level connection with concrete foundation, saw cut to be
consistent and level across full length of sign. See
Landscaping Plans for location and mounting detail.
3. Protect existing telephone riser and tree from damage.
4. Limits of removal for curb, sidewalk and pavement shall be
sawcut full depth prior to removal.
5. Care shall be taken during sidewalk removal at Morton
Street. A portion of the sidewalk may be the top of a box
culvert.
6. Salvaged items shall be carefully removed and turned over
to the Owner at a place designated by the Owner. Items
damaged by removal operations shall be replaced by the
Contractor at no additional cost to the Owner.
7. Remove and replace bituminous pavement at Solution
Tree entrance/exit drive to Morton Street, full width, from
edge of sidewalk to 2' past bollards to be removed.
Pavement replacement section shall match new pavement
structure shown in the Miscellaneous Details sheet and
shall include new base course materials.
8. Existing utilities damaged during construction operations
shall be repaired by the Contractor to the satisfaction of the
Owner. Utilities found to be in conflict with the
improvements shall be brought to the attention of the
Engineer immediately for resolution.
9. See sheet GN-01 for General Notes and Legend.
10. 10th Street and Madison Street improvements by others.
E
X
I
S
T
I
N
G
S
O
L
U
T
I
O
N
T
R
E
E
P
A
R
K
I
N
G
L
O
T
CIT
Y O
F
BLO
OM
ING
TON
EXISTING
RED LOT
REMOVAL PLAN
1" = 20'
R-01
Remove Bituminous Pavement
Remove PCC Sidewalk
Item to be Removed
Item to be Relocated
Item to be Salvaged
X
R
Legend:
S
1
EXISTING BOX CULVERT
The design of pavement or other appurtenances near or over the unknown box culvert location shown herein are not
intended to provide structural capacity to allow traffic or construction loading over the existing box culvert, as the structural
capacity of the box culvert is unknown.
The Contractor shall take extreme care when working in the vicinity of the box culvert to prevent damage. Any damage
caused by construction operations shall be repaired by the Contractor at his sole expense to the satisfaction of the City.
See Specifications.
1
1
1
1
G G
XX
XXX
X X
COOLINGUNIT
COOLINGUNIT
C1
C2
C7 C8
C10C9
P9
C11
C6
C13C12
C5
C4
C21
C20
C15
C22
C16
P1
P8
P6
P5P4
C3
P3
P2
P10 P11
P7
6.32'
12.26'
45'
117'
13'
12.77'
10.05'
45'
P20P19
142.98'
13'
45.29'
35.86'
13.05'
P24
P25
C23
6.42'
2
7
.
9
2
'
5.87'
C19
21'
13.5'
21.5'
27'
27'
14.75'
57.95'
P13
P17P16
P15
C14
P12
P14
12" curb height from
P14 to P17
Existing
curb
12.11'
C18
34.16'
P23
P22
P21
2
2
.
8
1
'
34.64'
6
'
C17
13'
14.75'
P18
P26
P27
P28
P29
P30
P31
See
note 5
See
note 5
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
L:\A
nd
erso
n_
Bo
hla
nd
er\1
47
01
-0
6-0
1_
Tra
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8 C
-0
1 G
EO
ME
TR
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S P
LA
N.d
wg
1 10.26.2017 Addendum 01
SOLUTION
TREE
BUILDING
W
.
1
0
T
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T
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E
E
T
SCALE: 1" = 20'
0' 20'10'
Geometrics Notes:
1. All point, curve and dimensional information is to face of
curb unless noted.
2. Contractor to verify match points prior to proceeding with
project layout. Discrepancies in match points shall be
brought to the attention of the Engineer immediately for
resolution.
3. All concrete curb construction per INDOT Standard
E-605-CCSJ-01. Curb height at the dumpster pad shall be
12". All other curb height shall be 6". Transition new curb
to match existing curb at locations noted. Transitions shall
be competed over a minimum 3' length.
4. See Landscaping Plans for sidewalk layout and details.
5. The sidewalk at this location shall be at the same elevation
as the pavement. Transition curb from full height to zero
height, do not construct a ramp in the sidewalk.
6. See sheet GN-01 for General Notes and Legend.
7. 10th Street and Madison Street improvements by others.
N. M
OR
TO
N S
TR
EE
T
E
X
I
S
T
I
N
G
S
O
L
U
T
I
O
N
T
R
E
E
P
A
R
K
I
N
G
L
O
T
CIT
Y O
F
BLO
OM
ING
TON
GEOMETRICS PLAN
1" = 20'
C-01
MA
DIS
ON
S
TR
EE
T
EXISTING
RED LOT
G G
XX
XXX
X X
COOLINGUNIT
COOLINGUNIT
P1
P2
P4
P5
P14
P7
P13
See dumpster
area detail
2' max.
(typical)
See note 4
See note 4
P3
P6
P15
P8 P9
P12
P10
P11
P16
P17
23'
20.11'
8'
MAX.
8'
MA
X.
D1 D2
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
L:\A
nd
erso
n_
Bo
hla
nd
er\1
47
01
-0
6-0
1_
Tra
de
sD
ist\D
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arkin
g L
ot\0
9 C
-0
2 P
AV
IN
G P
LA
N.d
wg
1 10.26.2017 Addendum 01
SOLUTION
TREE
BUILDING
W
.
1
0
T
H
S
T
R
E
E
T
SCALE: 1" = 20'
0' 20'10'
1. See Parking Lot Geometrics Plan for curb layout information.
2. Contractor to verify match points and elevation prior to
proceeding with project layout. Discrepancies in match points
shall be brought to the attention of the Engineer immediately
for resolution.
3. Tool joints at a maximum spacing of 8' in both directions in the
concrete dumpster pad. Joints in the concrete driveway shall
be sawed and sealed at a maximum spacing of 8' in both
directions per INDOT Standards.
4. See Landscaping Plan for sidewalk and dumpster enclosure
fence layout and green space requirements.
5. New pavement limits extend two feet from face of curb to
facilitate construction. Pavement damaged or removed
beyond these limits shall be replaced to the same thickness at
no additional cost to the Owner.
6. See sheet GN-01 for General Notes and Legend.
7. 10th Street and Madison Street improvements by others.
8. Area of box culvert structural concrete allowance. See
Specifications.
N. M
OR
TO
N S
TR
EE
T
E
X
I
S
T
I
N
G
S
O
L
U
T
I
O
N
T
R
E
E
P
A
R
K
I
N
G
L
O
T
CIT
Y O
F
BLO
OM
ING
TON
PAVING PLAN
1" = 20'
C-02
MA
DIS
ON
S
TR
EE
T
EXISTING
RED LOT
New Bituminous Pavement
See Detail A, sheet DT-01
New Concrete Entrance Drive or Dumpster Pad
See Detail B, sheet DT-01
DUMPSTER AREA DETAIL
SCALE: 1" = 10'
Paving Plan Notes:
Legend:
1
1
1
G G
XX
XXX
X X
COOLINGUNIT
COOLINGUNIT
783.
04
781.
85
781.
85
781.
94
782.
12
782.
12
781.
94
78
1.53
781.
08
781.18
781.
34
781.
36
780.
00
779.
88
779.80
779.
41
780.
32
780.
94
78
1.24
781.
48
783.
19
782.98
782.
86
782.
82
781.
71
781.
87
780.
76
780.
76
781.
25
781.
43
781.
44
780.
36
779.
15
778.
67
77
8.72
779.
09
778.
97
778.
50
778.
62
777.77
777.69
777.
85
777.
74
777.77
777.58
780.25
780.
47
782.
84
783.
72
783.
21
783.
10
782.94
783.73
784.
51
784.20
779.
62
780.
46
781.28
781.71
780.
92
780.
11
782.
33
780.
68
781.
44
781.46
780.31
780.
76
780.50
779.43
779.
51
778.65
778.88
781.52
781.
80
781.
65
780.
64
778.
56
778.
23
778.
76
779.09
778.
94
778.
90
777.
85
778.
18
778.
91
779.00
777.74
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
L:\A
nd
erso
n_
Bo
hla
nd
er\1
47
01
-0
6-0
1_
Tra
de
sD
ist\D
ra
w\S
he
ets\P
arkin
g L
ot\1
0 G
-0
1 G
RA
DIN
G P
LA
N.d
wg
1 10.26.2017 Addendum 01
SOLUTION
TREE
BUILDING
W
.
1
0
T
H
S
T
R
E
E
T
SCALE: 1" = 20'
0' 20'10'
Grading Plan Notes:
1. See Parking Lot Geometrics Plan and Paving Plan for curb
and match point layout information.
2. Contractor to verify match points and elevation prior to
proceeding with project layout. Discrepancies in match points
shall be brought to the attention of the Engineer immediately
for resolution.
3. All proposed elevations are at base of curb or pavement level
unless otherwise noted.
4. All greenspace areas shall be graded smoothly to drain.
Excess fill materials may be placed in the greenspace,
provided a minimum of 4" of topsoil is placed to promote the
establishment of turf.
5. ADA accessible sidewalk ramps shall be provided at the
locations shown. Ramps shall be in accordance with INDOT
Standard E 604-SWCR-04 with detectable warning surface.
6. Additional elevations can be supplied during construction at
Contractor request.
7. See sheet GN-01 for General Notes and Legend.
8. 10th Street and Madison Street improvements by others.
9. Area of box culvert structural concrete allowance. See
Specifications.
N. M
OR
TO
N S
TR
EE
T
E
X
I
S
T
I
N
G
S
O
L
U
T
I
O
N
T
R
E
E
P
A
R
K
I
N
G
L
O
T
CIT
Y O
F
BLO
OM
ING
TON
GRADING PLAN
1" = 20'
G-01
MA
DIS
ON
S
TR
EE
T
EXISTING
RED LOT
Legend:
New Bituminous Pavement
781.
90
New Concrete Entrance Drive
or Dumpster Pad
New Ground Contour
Existing Ground Contour
781
781
1
1
1
G G
XX
XXX
X X
COOLINGUNIT
COOLINGUNIT
HC HC
5 spaces
@ 9' =
45'
4 spaces
@ 9' = 36'
5 spaces
@ 9' = 45'
8.5'
8'8'9'
18'
typ.
5 spaces
@ 9' =
45'
13 spaces @ 9' = 117'
Blue Markings
and Symbols
Existing markings,
See note 5
Existing markings,
See note 5
Remark existing spaces
4
e
q
u
a
l
s
p
a
c
e
s
@
9
'
-
0
"
Restore markings
as directed by
Engineer or City
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
L:\A
nd
erso
n_
Bo
hla
nd
er\1
47
01
-0
6-0
1_
Tra
de
sD
ist\D
ra
w\S
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ets\P
arkin
g L
ot\1
1 P
M-0
1 P
AV
EM
EN
T M
AR
KIN
G.d
wg
1 10.26.2017 Addendum 01
SOLUTION
TREE
BUILDING
W
.
1
0
T
H
S
T
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E
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MA
DIS
ON
S
TR
EE
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SCALE: 1" = 20'
0' 20'10'
Pavement Marking Notes:
1. The minimum width of a parking stall shall be 8'-0".
2. ADA stalls shall be marked in accordance with the latest
MUTCD standard. Both a painted symbol and elevated
signage shall be required. Existing signs may be relocated on
new posts and foundations with the approval of the Engineer.
3. All pavement markings on asphalt pavement shall be
thermoplastic. Pavement markings on concrete pavement
shall be multi-component. All markings shall be in accordance
with INDOT Standard Specifications Section 808.
4. Stall markings shall be white. Match width of existing stall
marking. ADA stall markings shall be blue.
5. Any markings (parking lot or roadway) disturbed by
construction operations shall be remarked at no additional
cost to the Owner. Any and all markings in conflict with the
parking lot revisions shall be removed using methods
approved by the Engineer prior to placing new markings.
6. The pavement shall be clean and dry prior to placing new
markings.
7. See Landscaping Plan for new and relocated sign locations.
8. See sheet GN-01 for General Notes and Legend.
9. 10th Street and Madison Street improvements by others.
N. M
OR
TO
N S
TR
EE
T
E
X
I
S
T
I
N
G
S
O
L
U
T
I
O
N
T
R
E
E
P
A
R
K
I
N
G
L
O
T
CIT
Y O
F
BLO
OM
ING
TON
EXISTING
RED LOT
PAVEMENT MARKING PLAN
1" = 20'
PM-01
RESERVED
PARKING
RESERVED
PARKING
Blue
Blue
Green or Black
Green or
Black
Green or Black
White
ADA SYMBOL
AND SIGNAGE DETAIL
Not to Scale
28" M
inim
um
41" M
axim
um
18" PIPE
Rsr.
Tel.
CO
MH
EM DS DS
DSDSB
PV
MH
ST
WM
CO
E
FH
MH
SA
SA
B
GMPV
B
ST
PV
G G
Elec.Box
Elec.Box
XX
XXX
X X
H2O
SGAS
GASGAS
GASGAS
H2OH2O
H2OH2O
H2O
STST
ST
ST
ST
ST
ST
STST
ST
ST ST ST
SAN
SAN
SAN
SAN
SA
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST
S
ST
ST
STST
ST
ST
ST
ST
ST
UT
UT
UT
UT
UT
UT
UT
SANSAN
SAN
UT
UT
UT
UT
UT
UT
UT
UT
UT
H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O
O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2OH2O
H2OH2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O H2O H2O H2O H2O H2O
H2O H2O
ST ST
ST ST ST ST ST ST ST ST ST ST ST ST
ST ST
UT UT UT UT UT
STST
STST
STST
STST
STST
STST
STST
STST
STST
STST
STST
STST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
H2O
H2OH2O
H2OH2O
H2OH2O
H2O
ST
ST
ST
4" WATER
8" WATER
12" PRIVATE WATER
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2OH2O
H2O
12" PRIVATE WATER
8" WATER
8" WATER
12" PRIVATE WATER
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UTUT
UTUT
UT UT
UT
UT
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGC
U
UCATV
ST ST STST
STST
STST
STST
ST
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTUTUTUT
UT
CONCRETE ENCASED
CONDUIT (FIBER/COPPER)
--ABANDONED-- SH
SH
COOLINGUNIT
COOLINGUNIT
TRANSFORMERMETER PANEL
ST
WM
PV
STEV
Rsr.Tel.
Elec.Box
TRsr.Tel.
Rsr.Tel.
PV
STST
ST
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
H2O H2O
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
U
UT
UTUT UT UT UT UT UT UT UT UT
CONCRETE ENCASED
CONDUIT (FIBER/COPPER)
--ABANDONED--
CO
Rsr.Tel.
GM
CO
MH
Rsr.Tel.
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
TU
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASGAS
GASU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GEU
GE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTUT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTUT
UT
U
UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE
UGE
UGEU
GEU
GEU
GEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O SAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SAN
SAN SAN SAN
ST ST ST ST ST ST ST
$
$
$
$
$
$
$
$
$
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
2
4
3
4
2
3
1
4
1
5
4
2
2
1
1
1
1
5
5
AS
6
3
Existing Duke Energy High
Voltage, depth and exact
location unknown, verify in field
Existing Duke Energy High
Voltage, depth and exact
location unknown, verify in field
1
Existing Indiana
University fiber
optic, do not
disturb
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
L:\A
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1 10.26.2017 Addendum 01
SOLUTION
TREE
BUILDING
W
.
1
0
T
H
S
T
R
E
E
T
SCALE: 1" = 20'
0' 20'10'
Utility Plan Notes:
1. Connect new 12" reinforced concrete pipe, type IV to existing
box culvert at DC-1. Bottom of box culvert is estimated at
775.50. Core opening in box culvert and seal remaining
opening with watertight grout.
2. Structures IN-1 and IN-2 shall be Type K Catch Basins
meeting INDOT Standard E-720-CBST with Type 10 castings
(INDOT Standard E-720-ICCA).
3. See Sheet DT-02 for Aqua Swirl details and requirements.
4. See Landscaping Plans for relocated light locations.
Contractor shall determine circuit layout in the field. The
existing circuit is unknown and shall be determined by the
Contractor. Conduit and wire size shall be as required by the
National Electric Code and all applicable City and County
standards. Conduit/circuit shown for illustrative purposes only.
See General Notes Sheet GN-01 for more information.
5. All drainage construction, installation and backfill shall be
completed in accordance with INDOT Standards.
6. Install inlet protection in new storm structures. Remove
protection at the completion of permanent stabilization.
7. See sheet GN-01 for General Notes and Legend.
8. 10th Street and Madison Street improvements by others.
9. Area of box culvert structural concrete allowance. See
Specifications.
10. See Landscape Uplight detail, sheet L-05 for details of new
uplights at relocated Red Lot sign.
N. M
OR
TO
N S
TR
EE
T
E
X
I
S
T
I
N
G
S
O
L
U
T
I
O
N
T
R
E
E
P
A
R
K
I
N
G
L
O
T
UTILITY PLAN
1" = 20'
UT-01
MA
DIS
ON
S
TR
EE
T
EXISTING
RED LOT
Legend:
New Bituminous Pavement
New Concrete Entrance Drive
or Dumpster Pad
New Storm Sewer
Existing Storm Sewer
Existing Concrete Storm Tunnel
New Curb Inlet
New Catch Basin Pipe
Existing Curb Inlet / ManholeST
New conduit/circuit - see note 4
Connect new circuit to existing pole
Existing circuit to be abandoned
Pole and fixture to be relocated or salvaged
Relocated light pole and fixture
on new foundation
Relocated sign and new uplights
1
2
3
4
5
6
New Aqua-Swirl Stormwater Treatment System
AS
1
1
1
1
1
1
EXISTING BOX CULVERT
The design of pavement or other appurtenances near or over the unknown box culvert location shown herein are not
intended to provide structural capacity to allow traffic or construction loading over the existing box culvert, as the structural
capacity of the box culvert is unknown.
The Contractor shall take extreme care when working in the vicinity of the box culvert to prevent damage. Any damage
caused by construction operations shall be repaired by the Contractor at his sole expense to the satisfaction of the City.
See Specifications.
Concrete Curb for Parking Lot
(Not to Scale)
New bituminous or PCC pavement,
See Typical Sections
6"
6"
6"
T + 6"
T
1"
1
:
1
H
:
V
Concrete Curb for Dumpster Pad
(Not to Scale)
#4 stirrup
bars at 1'-6"
c. to c.
New dumpster pad,
See Typical Section12"
6"
6"
T + 12"
T
1"
6" min.
6" min.
Pavement reinforcement
2"R
2"R
Bituminous Pavement
for Parking Lots and Roads
(Not to Scale)
1.5"
6"
165 #/SYS HMA Surface, Type B
Compacted aggregate base
course (#53 stone)
Subgrade Treatment, Type III
4.5"
495 #/SYS HMA Intermediate, Type B
Compacted aggregate base
course (#53 stone)
Subgrade Treatment, Type III
1
:
1
H
:
V
Compacted aggregate base
course (#53 stone)
Subgrade Treatment, Type III
Concrete Entrance Drive
or Dumpster Pad
(Not to Scale)
9"
6"
Portland cement concrete paving,
medium broom finish; See Notes
1 and 2
Welded wire fabric, provide
0.05% steel in all directions;
Omit for Concrete Approaches
Compacted aggregate base
course (#53 stone)
Subgrade Treatment, Type III
#4 bars on 18" centers
each way; omit for
Dumpster Pad
Notes:
1. Joints in the Dumpster Pad may be tooled.
2. Joints in the approach/driveway pavement shall be sawed and
sealed in accordance with INDOT Standards. The initial
sawcut shall be made as early as practicable to prevent
cracking. After the pavement has sufficiently hardened to
prevent spalling and chipping, the joints shall be widened and
sealed.
4.5"
1
EXISTING BOX CULVERT
The design of pavement or other appurtenances near or over the unknown box culvert location shown herein are not
intended to provide structural capacity to allow traffic or construction loading over the existing box culvert, as the structural
capacity of the box culvert is unknown.
The Contractor shall take extreme care when working in the vicinity of the box culvert to prevent damage. Any damage
caused by construction operations shall be repaired by the Contractor at his sole expense to the satisfaction of the City.
See Specifications.
1
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
SMS
CMR
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED:
SMS
CHECKED:
CMR
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
L:\A
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1 10.26.2017 Addendum 01
Paving Details
NONE
DT-01
Aqua-Swirl Concentrator Model AS-2 BYP PCS Standard Detail
Date: 01/06/15
Scale:
Document:
Drawn By:
AS-2 PCS STD
None
JCW
U.S. Patent No. 6524473 and other Patent Pending
™
Phone (888) 344-9044 Fax (423) 826-2112
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
www.aquashieldinc.com
STORMWATER TREATMENT SOLUTIONS
Internal
Baffles
Riser
Backfill shall extend at least 18
inches [457 mm] outward from
Swirl Concentrator and for the
full height of the Swirl
Concentrator (including riser)
extending laterally to
undisturbed soils. (See MH
Detail Below)
Swirl Inlet/Outlet
Bedding
Undisturbed Soil
Backfill
Cover
Frame
1" [25 mm] Thick
Expansion Joint
Material
30" [762 mm]
Riser
#4 [13 mm] Rebar
@ 6" [152 mm]
Each Way
3,000 psi [20 MPa]
(min) Concrete
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
If traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]
diameter, 14-inch [356 mm] thick reinforced concrete pad must be
placed over the Stormwater Treatment System Riser to support and
level the manhole frame, as shown. The top of riser pipe must be
wrapped with compressible expansion joint material to a minimum
1-inch [25 mm] thickness to allow transfer of wheel loads from
manhole cover to concrete slab. Manhole cover shall bear on concrete
slab and not on riser pipe. The concrete slab shall have a minimum
strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]
reinforcing steel as shown. Minimum cover over reinforcing steel shall
be 1-inch [25 mm]. Top of manhole cover and concrete slab shall be
level with finish grade.
Backfill (90%
Proctor Density)
Section A-A
Grade (Rim)
Rim elevations to match finished
grade.
Manhole Frame and
Cover by Manufacturer.
(See Details)
4 1/2"
[114 mm]
1/2"
[13 mm]
1"
[25 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1"
[25 mm]
Unless other traffic barriers are present,
bollards shall be placed around access riser(s)
in non-traffic areas to prevent inadvertent
loading by maintenance vehicles.
Soil
Place small amount of
concrete [3,000 psi [20
MPa] (min)] to support
and level manhole frame.
DO NOT allow manhole
frame to rest upon riser.
Riser
Frame
Cover
48"
[1219 mm] Min.
12"
[305 mm]
Wrap Compressible Expansion
Joint Material to a minimum
1-inch [25 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Backfill (90%
Proctor Density)
Concrete Concrete
8"
[203 mm]
Gravel Backfill Gravel Backfill
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
Pipe coupling by Contractor.
12" [305 mm] long Stub-out
by Manufacturer.
A
A
OutletInlet
Internal Baffles
Octagonal Base Plate
Plan View
* Please see accompanied Aqua-Swirl
specification notes (this sheet).
* See Site Plan for actual system orientation.
** Orientation may vary from 90°, 180°, or
custom angles to meet site conditions.
Note: As an alternative, 42-inch OD, HS-20/25
rated precast concrete rings may be substituted.
14-inch thickness must be maintained.
1. Contractor and Manufacturer shall be responsible for complete assembly of Swirl Concentrator.
2. Polymer Coated Steel (PCS) Swirl Concentrator shall be fabricated from polymer pre-coated steel sheet for
corrugated steel pipe, and shall comply with ASTM A 760 and ASTM A 742.
3. Stub outs and internal components shall be supplied by manufacturer and MIG welded using accepted
welding practices.
4. Manufacturer shall supply direct access to Swirl Concentrator via 30-inch ID riser(s). Riser should not be field
cut by Contractor, Riser should maintain its finish cut length as supplied by manufacturer to match final grade
per approved site elevations (as indicated on approved shop drawing). If necessary to extend riser,
Contractor should use adjusting rings to bring top of structure to grade.
5. Contractor shall supply pipe couplings to and from Swirl Concentrator, which shall be Mar-Mac, Fernco, or
Mission style flexible boot with stainless steel tension bands and shear guard. Mar-Mac couplings should be
used for connections to corrugated plastic pipe and are recommended for pipe 24" ID and up. Mar Mac can
be reached at: 877-962-7622, or: [email protected].
6. Contractor shall prepare excavation and off-load Swirl Concentrator. Contractor is responsible for bedding
and backfill around Swirl Concentrator as recommended by Manufacturer. See also notes 11 and 12.
7. Manufacturer shall supply standard manhole frame(s) and cover(s) (Traffic rated H20).
8. Where traffic loading (H-20) is required or anticipated, a 4-foot diameter, 14-inch thick reinforced concrete pad
must be placed over the Swirl Concentrator to support and level the manhole frame. The top of riser pipe
must be wrapped with compressible expansion joint material to a minimum 1-inch thickness to allow transfer
of wheel loads from manhole cover to concrete slab. Manhole cover shall bear on concrete slab and not on
riser pipe. The concrete slab shall have a minimum strength of 3,000 psi and be reinforced with #4 reinforcing
steel (per drawing). Minimum cover over reinforcing steel shall be 1-inch. Top of manhole cover and
concrete slab shall be level with finish grade.
9. Unless other traffic barriers are present, bollards shall be placed around access risers in non-traffic areas to
prevent inadvertent loading by maintenance vehicles. Sample of typical bollard installation detail and
recommended locations of bollards around the Swirl Concentrator can be provided upon request.
10. Where high groundwater elevations are present or anticipated, Contractor shall supply concrete anti-floatation
pad underneath and poured over the octagonal base plate of the swirl (see Anti-Floatation Base Detail) to
prevent buoyancy and base plate deflection (details, if necessary, available upon request).
11. Excavation and Bedding - The trench and trench bottom shall be constructed in accordance with ASTM A 798
Section 5, Trench Excavation, Section 6, Foundation, and Section 7, Bedding. The PCS Swirl Concentrator
shall be installed on a stable base consisting of at least 6-inches of fine, readily compacted soil or granular fill
material, and compacted to 95% proctor density. Bedding shall not contain stones retained on a 3-inch ring,
frozen lumps, highly plastic clay, organic material, corrosive material, or other deleterious foreign materials.
All required safety precautions for Swirl Concentrator installation are the responsibility of the Contractor and
shall be per OSHA approved methods.
12. Backfill Requirements - Backfill materials shall be fine, readily compacted soil or granular fill material, and
compacted to 90% proctor density. Processed granular materials with excellent structural characteristics are
preferred. Coarse grained soils of USCS Groups GW, GP, GM, GC, SW, and SP as described in ASTM D
2487 are generally acceptable materials when compacted to 90% proctor density. Backfill shall not contain
stones retained on a 3-inch ring, frozen lumps, highly plastic clay, organic material, corrosive material, or
other deleterious foreign materials. Backfilling shall conform to ASTM A 798, Section 10, Structural Backfill
Placement. Backfill shall be placed in 6 to 12 inch layers or “lifts” and compacted before adding the next lift.
Backfill shall extend at least 18 inches outward from Swirl Concentrator and for the full height of the Swirl
Concentrator (including riser(s)) extending laterally to undisturbed soils.
NTS
NTS
REVISIONS
No. Date Issue
DESIGNED:
SHEET TITLE
SHEET NUMBER
Copyright CMT, Inc.
8790 Purdue Road
Indianapolis, Indiana 46268
www.cmtengr.com
CHECKED: CHECKED:
DRAWN:
PREPARED FOR
401 North Morton St.
Bloomington, IN 47404
PROJECT
CONSULTANTS
RED PARKING LOT
ADJUSTMENTS
CERTIFIED TECH PARK
Bloomington, Indiana
LANDSCAPE ARCHITECT:
Anderson + Bohlander, LLC
1 North Meridian Street, Suite 902
Indianapolis, Indiana 46201
www.andersonbohlander.com
BRANDING:
Pivot Marketing
1052 Virgiana Avenue
Indianapolis, Indiana 46203
317-536-0047
SCALE :
Issued for Bid
October 10, 2017
L:\A
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Bo
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47
01
-0
6-0
1_
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A-S
WIR
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1 10.26.2017 Addendum 01
AQUA SWIRL DETAILS
NONE
DT-02