red parking lot adjustments - bloomington, indiana · 2018-07-10 · red parking lot adjustments...

© 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 PLAN COMMISSION / OWNER REVIEW

8790 Purdue Road


317-298-4500

Surveyor

Bledsoe Riggert Cooper James

1351 West Tapp Road


812-336-8277

EXISTNG CONDTIONS

EC TOPOGRAPHIC SURVEY

CIVIL ENGINEERING

GN-01 GENERAL NOTES

MT-01 MAINTENANCE OF TRAFFICE

MT-02 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

1

SCALE 1"=20'

20 10 0 20

1OF

PROJECT NO. 8120D

SURVEYTOPOGRAPHIC

CHECKED BY : M.M.K.

SURVEYED BY :

SHEET

DRAWN BY : R.S.I.

DATE: AUGUST 2017

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LOCATION MAPNOT TO SCALE

LEGEND:

PARKING BLOCKPROP. TANK TV RISER-BOX

ELEC. RISER-BOX

PHONE RISER-BOX

GAS RISER-BOXGas

Elec.Box

TVRsr.

Rsr.Tel.

SPRINKLER

SPR. HOOKUP

CHILLED WATER LINECH.WAT.

H2O EXISTING WATER LINE

SAN SEWER LINESTORM SEWER LINEUNDER TELEPHONE

OVERHEAD WIRESUNDER ELEC.GAS LINE

SAN

ST

UT

GAS

UGE

OHW

FIRE MAIN POSTMAILBOX

GAS METER

ELEC. METER

SHRUB

CONIF. TREE

DECID. TREE

PHONE BOOTH

PHONE VAULTELEC. VAULT

FENCEGUARDRAIL

SIGNR.O.W. MON.MONITORING WELLBOLLARDBORE HOLEDOWNSPOUTGATE POSTPOLEPARKING METER

T-POSTWOOD POSTPARKING SPACES

SPIGOT

AC UNITVALVE VAULTSTEAM VAULT

TRANSFORMER

RECORDED B&DMEASURED B&DCALCULATED B&DPROPORTIONAL DIST.ABOVE GROUNDBELOW GROUND

FD RR SPIKE

SET MAG NAIL

FD STONESET RR SPIKE

FD PIPESET NAILFD NAIL

FD MAG NAILSET REBARFD REBARSET HUB/TACKSET HARRISON MON.FD HARRISON MON.SET DRILL HOLESET CHISELED XFD CHISELED XFD COT GIN SPDLEFD BRASS DISKFD AXLE

CLEANOUT

GAS VALVE

WATER VALVE

FIRE HYDRANT

ELECTRIC MH

STEAM MH

PHONE MH

WATER MH

SIGNAL MH

STORM MH

SANITARY MH

MANHOLE

CURB INLET

CATCH BASIN

GUY WIRE

UTILITY POLE

LIGHT POLE

SIGNAL POLE

GV

BHDS

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B.G.A.G.

(PROP)(C)(M)(R)

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X X

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YARD LIGHT

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POST

11th Street

Rogers Street

Morton Street

10th St

SITE

CONTROL POINTS:HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000,Indiana State Plane Coordinates Zone 1302 West, U.S. Survey Feet.

VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.

REVISIONS

No. Date Issue

DESIGNED:

SHEET TITLE

SHEET NUMBER

SMS

CMR

Copyright CMT, Inc.

8790 Purdue Road


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR

401 North Morton St.


PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK


LANDSCAPE ARCHITECT:


1 North Meridian Street, Suite 902


www.andersonbohlander.com

BRANDING:

Pivot Marketing

1052 Virgiana Avenue


317-536-0047

SCALE :

Issued for Plan Commission/Owner Review

October 10, 2017

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GENERAL NOTES

NONE

GN-01

GENERAL NOTES

UTILITIES

Vectren Energy

205 S. Madison


Ariel Thomas

812-330-4018

[email protected]

No apparent conflict

Comcast Cable Communications

1600 W. Vernal Pike


Steve McArtor

812-360-3090

[email protected]

Smithville

1600 W. Temperance St.

Elletsville, IN 47429

Kimberly Pitcher

812-935-2315 / 812-340-7076

[email protected]

Zayo Bandwidth

701 W. Henry Street, Suite 201

Indianapolis, IN 46225

Waylon Higgins

765.341.1199

[email protected]

No facilities within project limits

AT&T

4517 Indiana Bell Court


Russel Owen

812-334-4629

[email protected]

Facilities within project limits

Ion Communications

3195 W. Fairview Road, Suite C

Greenwood, IN 46142

John Seeber

317-716-7702

[email protected]

Windstream Communications

Daniel Leskinen

812-455-9558

[email protected]

Indiana University-UITS

2709 E. 10th Street


Philip Nichols

812-855-3552

[email protected]

Gary Staley

812-855-9030

[email protected]

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


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


Kerry Ducker

812-337-3035

[email protected]


Duke Energy - Energy Innovation

400 S. Tryon St. #1331

Charlotte, NC 28202

Microgrid

Jonathan Landy

980-373-1815 / 423-534-2088

[email protected]

Zak Kuznar, Ph.D.

704-382-9644 / 513-265-2157

[email protected]

Duke Energy-Transmission

Tyler Coon

812-838-2806

[email protected]


City of Bloomington Utilities

1969 S. Henderson St.


Phil Peden, P.E.

812-349-3634

[email protected]

Bloomington Digital Underground

401 N. Morton, Suite 150


Rick Dietz

812-349-3485

[email protected]

Rick Routon

812-349-3856

[email protected]

JDH Contracting

8109 Network Drive

Plainfield, IN 46168

Support City ITS/BDU

Dave Tesmer

317-839-0520 / 317-339-1006

[email protected]

Matt Silbert

317-903-8705

[email protected]

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 work with the City to develop a suitable solution to prevent

damage to the box culvert caused by traffic loading during or after construction. The Contractor shall investigate the box

culvert and its surrounding soils to determine the structural capacity, amount of cover, or other information needed, and

provide an analysis sealed by a Professional Engineer licensed in the State of Indiana, that will allow for vehichle loading of

the box culvert. Suitable solutions may include the replacement of the sections of the box culvert to be subjected to traffic

loads, structural slab over the box culvert, or other solutions deemed appropriate by the Contractor's professional engineer.

The investigation, analysis, design, coordination with the City, shop drawings and construction of the selected solution shall

be a part of the bid price for this project, and no additional compensation will be made.

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.

Design in the area of the culvert is still being coordinated with the City.

AutoCAD SHX Text

City of Bloomington

REVISIONS

No. Date Issue

DESIGNED:

SHEET TITLE

SHEET NUMBER

SMS

CMR

Copyright CMT, Inc.

8790 Purdue Road


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

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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


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.

AutoCAD SHX Text

City of Bloomington

B

B

B

G G

XX

XXX

X X

COOLINGUNIT

COOLINGUNIT

WORK AREA 2

WORK AREA 1A

WORK AREA 3WORK AREA 4

WORK

AREA 1B

REVISIONS

No. Date Issue

DESIGNED:

SHEET TITLE

SHEET NUMBER

SMS

CMR

Copyright CMT, Inc.

8790 Purdue Road


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

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SOLUTION

TREE

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SCALE: 1" = 20'

0' 20'10'

1. 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.

2. Work Areas 1A and 1B may be concurrent with approval of

the City.

3. Work in Areas 2 and 3 shall not be allowed until the new

entrance to the Red Lot is complete (Work Area 1A).

4. Work in Areas 3 and 4 shall not be concurrent.

5. Daily single lane closures on N. Morton Street shall be

allowed between the hours of 9:00 AM and 4:30 PM only.

Daily lane closure shall require flaggers and shall be

scheduled in advance with the City of Bloomington.

6. Workers shall at all times yield right-of-way to motorists

and pedestrians.

7. 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.

8. 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.

9. See sheet GN-01 for General Notes and Legend.

10. 10th Street and Madison Street improvements by others.

N. M

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EXISTING

RED LOT

MAINTENANCE OF TRAFFIC

1" = 20'

MT-02

Work Areas 1A and 1B

Legend:

Work Area 2

Work Area 3

Work Area 4

Maintenance of Traffic Notes:

AutoCAD SHX Text

City of Bloomington

REVISIONS

No. Date Issue

DESIGNED:

SHEET TITLE

SHEET NUMBER

SMS

CMR

Copyright CMT, Inc.

8790 Purdue Road


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

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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.

AutoCAD SHX Text

City of Bloomington

REVISIONS

No. Date Issue

DESIGNED:

SHEET TITLE

SHEET NUMBER

SMS

CMR

Copyright CMT, Inc.

8790 Purdue Road


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


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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

AutoCAD SHX Text

City of Bloomington

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UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

U

UT

UTUT UT UT UT UT UT UT UT UT

CONCRETE ENCASED


--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

UGEUGE

UGEUGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGEUGE

UGE

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

$

$

$

$

$

$

$

$

$

$

$

SOLUTION

TREE

BUILDING

W

.

1

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T

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MA

DIS

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S

TR

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N. M

OR

TO

N S

TR

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X

I

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I

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G

S

O

L

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P

A

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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


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

L:\A

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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.



EROSION CONTROL

1" = 20'

EC-03

Legend:

Temporary Inlet Protection

Silt Fence

Existing Inlet / Catch Basin

Existing Curb Inlet

AutoCAD SHX Text

City of Bloomington

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

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


O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2OH2O

H2OH2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O

H2O


H2O H2O

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


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


--ABANDONED-- SH

SH


ST

WM

PV

B

STEV

Rsr.Tel.

B B

Elec.Box

TRsr.Tel.

Rsr.Tel.

PV

STST

ST


H2O H2O


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


CONCRETE ENCASED


--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

UGEUGE

UGEUGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGEUGE

UGE

U


UGE

UGE

UGE

UGE

UGE

UGE

UGEUGE

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


$

$

$

$

$

$

$

$

$

$

$

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

and uplights

R

RR

R

R

R

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

to be protected

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




AT&T, Fiber

Optic and Copper

REVISIONS

No. Date Issue

DESIGNED:

SHEET TITLE

SHEET NUMBER

SMS

CMR

Copyright CMT, Inc.

8790 Purdue Road


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

L:\A

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LA

N.d

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SCALE: 1" = 20'

0' 20'10'

SOLUTION

TREE

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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 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.



E

X

I

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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















AutoCAD SHX Text

City of Bloomington

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


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

L:\A

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SOLUTION

TREE

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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.



N. M

OR

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TON

GEOMETRICS PLAN

1" = 20'

C-01

MA

DIS

ON

S

TR

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T

EXISTING

RED LOT

AutoCAD SHX Text

City of Bloomington

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


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

L:\A

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Bo

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G P

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SOLUTION

TREE

BUILDING

W

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1

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T

R

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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.



N. M

OR

TO

N S

TR

EE

T

E

X

I

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T

I

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G

S

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CIT

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BLO

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TON

PAVING PLAN

1" = 20'

C-02

MA

DIS

ON

S

TR

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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:

AutoCAD SHX Text

City of Bloomington

G G

XX

XXX

X X

COOLINGUNIT

COOLINGUNIT

Match existingpavement


Match existing pavement


777

778779

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REVISIONS

No. Date Issue

DESIGNED:

SHEET TITLE

SHEET NUMBER

SMS

CMR

8790 Purdue Road


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

L:\A

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SCALE: 1" = 20'

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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.



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EXISTING

RED LOT

Legend:


Proposed Elevation

Existing Elevation

New Concrete Entrance Drive

or Dumpster Pad

New Ground Contour

Existing Ground Contour

781

781

AutoCAD SHX Text

City of Bloomington

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


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

L:\A

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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.



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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

AutoCAD SHX Text

City of Bloomington

18" PIPE

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CONCRETE ENCASED


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$

$

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2

4

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2

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1

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1

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4

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2

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5

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AS

6

3







REVISIONS

No. Date Issue

DESIGNED:

SHEET TITLE

SHEET NUMBER

SMS

CMR

Copyright CMT, Inc.

8790 Purdue Road


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

L:\A

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SOLUTION

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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.



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UTILITY PLAN

1" = 20'

UT-01

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EXISTING

RED LOT

Legend:


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 uplights

1

2

3

4

5

6

New Aqua-Swirl Stormwater Treatment System

AS















AutoCAD SHX Text

City of Bloomington

Concrete Curb for Parking Lot

(Not to Scale)

#4 stirrup

bars at 2'-0"

c. to c.

New bituminous pavement,

See Typical Section

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


course (#53 stone)


1

:

1

H

:

V


course (#53 stone)



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 work with the City to develop a suitable solution to prevent damage to the box

culvert caused by traffic loading during or after construction. The Contractor shall investigate the

box culvert and its surrounding soils to determine the structural capacity, amount of cover, or

other information needed, and provide an analysis sealed by a Professional Engineer licensed in

the State of Indiana, that will allow for vehichle loading of the box culvert. Suitable solutions may

include the replacement of the sections of the box culvert to be subjected to traffic loads, structural

slab over the box culvert, or other solutions deemed appropriate by the Contractor's professional

engineer. The investigation, analysis, design, coordination with the City, shop drawings and

construction of the selected solution shall be a part of the bid price for this project, and no

additional compensation will be made.

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.


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


course (#53 stone)


#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"

REVISIONS

No. Date Issue

DESIGNED:

SHEET TITLE

SHEET NUMBER

SMS

CMR

Copyright CMT, Inc.

8790 Purdue Road


www.cmtengr.com

CHECKED:

SMS

CHECKED:

CMR

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

L:\A

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S.d

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Paving Details

NONE

DT-01

AutoCAD SHX Text

City of Bloomington

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


www.cmtengr.com

CHECKED: CHECKED:

DRAWN:

PREPARED FOR



PROJECT

CONSULTANTS

RED PARKING LOT

ADJUSTMENTS

CERTIFIED TECH PARK







BRANDING:

Pivot Marketing



317-536-0047

SCALE :


October 10, 2017

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City of Bloomington

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Limits of existing landscape material

to clear and grub (Typical)

Protect Existing Light Fixture to Remain, Typical

(Refer to Electrical Engineering Plans)

RED PARKING LOT

ADJUSTMENTS

TRADES DISTRICT


PREPARED FOR

PROJECT

NORTH





CONSULTANTS

SCALE :

ISSUE FOR:

PLAN COMMISSION/OWNER REVIEW

ISSUE DATE: October 10, 2017

REVISIONS

No. Date Issue

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

CAR

JBB

City of Bloomington



CIVIL ENGINEER:

Crawford, Murphy & Tilly, Inc.

8790 Purdue Road


317-298-4500

SITE PREPARATION PLAN

L-01

1" = 20'-0"

10

'-0

"

20

'-0

"

40

'-0

"

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.


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STREET UN

DER CON

STRUCTIO

N DU

RING SU

RVEY (PAVING)

RAMP DOWNRAMP DOWN


STST

HCHC

HCHC

Dumpster Enclosure

01

L-06

Cast-in-place concrete Curb

(Refer to Civil Engineering Plans)

Relocated Light Pole & Fixtures

(Refer to Utility Plans)

Pipe Bollard

(2 Total)

04

L-05

12

'

6"

21'-8"

6"

6"

4'

4'

20

'

6'

1'-6

"

3'-9

"

3'-9

"

3'-9

"

3'-9

"

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"

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"

Sign Base & Foundation

03

L-05

Concrete Flatwork

01

L-05

4'-3" 5'-6" 10

'

8

'

12'-10"

R

5

'

2' Ty

pica

l

163°

52'-3"

65'-3"

2'

2'

23

'

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'

2'

23

'

23

'

R

R

R

Relocated UpLights (2)

(Refer to Electrical Engineering Plans)

LEGEND - LAYOUT

RED PARKING LOT

ADJUSTMENTS

TRADES DISTRICT


PREPARED FOR

PROJECT

NORTH





CONSULTANTS

SCALE :

ISSUE FOR:



REVISIONS

No. Date Issue

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

CAR

JBB

City of Bloomington



CIVIL ENGINEER:


8790 Purdue Road


317-298-4500

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)

R


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STST

HC

HC

HC

HC

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


PREPARED FOR

PROJECT

NORTH





CONSULTANTS

SCALE :

ISSUE FOR:



REVISIONS

No. Date Issue

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

CAR

JBB

City of Bloomington



CIVIL ENGINEER:


8790 Purdue Road


317-298-4500

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


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.


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

RED PARKING LOT

ADJUSTMENTS

TRADES DISTRICT


PREPARED FOR

PROJECT

NORTH





CONSULTANTS

SCALE :

ISSUE FOR:



REVISIONS

No. Date Issue

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

CAR

JBB

City of Bloomington



CIVIL ENGINEER:


8790 Purdue Road


317-298-4500

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


PREPARED FOR

PROJECT

NORTH





CONSULTANTS

SCALE :

ISSUE FOR:



REVISIONS

No. Date Issue

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

CAR

JBB

City of Bloomington



CIVIL ENGINEER:


8790 Purdue Road


317-298-4500

DETAILS

(ALTERNATE #01)

L-05

AS SHOWN

Concrete Flatwork

01 Scale: 1" = 1'-0" d-conc


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'-8"

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 5/8" 2 3/8"

5"

Cast-in-place concrete foundation

Finish Grade

3/8" Dia. S.S. Carriage bolt with nut

and washer. Exposed elements to be


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


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


Relocated concrete sign, core drilled

to receive carriage bolt connections

Provide cont. clear silicone joint

sealant all around

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

RED PARKING LOT

ADJUSTMENTS

TRADES DISTRICT


PREPARED FOR

PROJECT

NORTH





CONSULTANTS

SCALE :

ISSUE FOR:



REVISIONS

No. Date Issue

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

CAR

JBB

City of Bloomington



CIVIL ENGINEER:


8790 Purdue Road


317-298-4500

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



opaque stain finish

2x4 Pressure treated pine top rail

2x4 Pressure treated center rail


21'-8"O.C.

PLAN

Face of Parking Enclosure Curb



opaque stain finish

2x4 Pressure treated pine rails


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


opaque stain finish

2x2 Tube Steel Gate Frame


13'-3" Curb-to-Curb

1'-0"

Provide (3) heavy-duty single

swing hinges, black painted finish


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)

red parking lot adjustments - bloomington, indiana · 2018-07-10 · red parking lot adjustments...

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