CITY OF STITES - WASTEWATER SYSTEM IMPROVEMENT … · 1/28/2019 · POCATELLO: CLARK STREET IDAHO FALLS: 875 NORTH CAPITAL AVE. BOOM PAY: All Cranes and Concrete Pump Boom Trucks

Addendum No. 1 City of Stites – Wastewater System Improvement Project 1

2 0 8 . 7 4 6 . 0 9 3 8 t d h e n g i n e e r i n g . c om

2 1 0 Ma i n S t r e e t L e w i s t o n , I D 8 3 5 0 1

CITY OF STITES - WASTEWATER SYSTEM IMPROVEMENT PROJECT

PLANS & PROJECT MANUAL ADDENDUM

ADDENDUM NO. 1

DATE ISSUED: 1/28/19

TO: All Planholders ISSUED BY: Gwen Hein, P.E. – TD&H

TD&H Project No: L14-066

CC: City of Stites, CEDA, DEQ

USDA RD, USACE

This Addendum forms a part of the contract documents and modifies the original Contract Documents, Specifications and Drawings for Construction, Volumes 1 & 2, dated August 7, 2018 and any previous Addenda.

Bidders must acknowledge receipt of this addendum by noting in the space provided on page 2 of the Bid Form included in the contract documents. Questions will be accepted until end of day on Thursday January 31, 2019.

General

1. Permitting: The City/Engineer has secured the floodplain development permit for the pole barn, a copy of which will be provided to the successful bidder. The Contractor is responsible for all other permitting.

Project Manual (Volume 1 of 2)

1. Replace Davis Bacon wage decision ID51 dated 09/07/2018 with revised wage decision dated 01/18/2019, attached.

2. Replace General Special Provision GSP 0001 1.13.C (Construction Staking Item C) with the following: Construction Staking will be provided once free of charge for each alignment, separately. I.E.: Four (4) site visits for staking, one per alignment, shall be provided without additional charge. Re-staking shall be at the Contractor’s expense.

Contract Drawings (Volume 2 of 2)

1. Replace Plan Sheet C5.0 with the attached.

Attachments

Updated Wage Decision, ID51

Revised Plan Sheet C5.0

Pre-Bid Walkthrough Meeting Minutes

Stites Existing Water System Exhibit

ISSUED: BY: 01/28/19 TD&H Engineering Date


ATTACHMENTS


UPDATED WAGE DECISION, ID51

1/22/2019 https://www.wdol.gov/wdol/scafiles/davisbacon/ID51.dvb?v=1

https://www.wdol.gov/wdol/scafiles/davisbacon/ID51.dvb?v=1 1/8

General Decision Number: ID190051 01/18/2019 ID51 Superseded General Decision Number: ID20180051 State: Idaho Construction Type: Heavy HEAVY CONSTRUCTION, Including water and sewer line construction and heavy construction projects on treatment plants and industrial (power plants, manufacturing plants, processing plants, etc.) sites County: Idaho County in Idaho. Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/04/2019 1 01/18/2019 CARP0001-045 06/01/2017 Rates Fringes CARPENTER (Form Work Only).......$ 32.32 16.14 ---------------------------------------------------------------- * ELEC0073-011 01/01/2019 Rates Fringes ELECTRICIAN......................$ 34.30 18.88



---------------------------------------------------------------- ENGI0370-041 06/01/2018 AREA NORTH OF 46th PARALLEL IN IDAHO COUNTY Rates Fringes POWER EQUIPMENT OPERATOR: Backhoe (45,000 gw & under), Cranes (25 tons & under), Drill (8 in bit and over GROUP 5....................$ 28.76 15.95 Backhoe (45,000-110,000 gw), Crane (25-45 tons), Bulldozer (D-6 and over), Grader/Blade, Front-End Loader(4-8 yds), Paver, Scrapers (all) GROUP 6....................$ 29.04 15.95 Backhoe (over 110,000 gw), Cranes (45-85 tons), Heavy Duty Mechanic, Front End Loader (8-10 yds) GROUP 7....................$ 29.31 15.95 Bulldozer (up to D-6) GROUP 3....................$ 28.44 15.95 Cranes (85 tons & over), Front End Loader (10 yds & over) GROUP 8....................$ 30.41 15.95 Front End Loader (under 4 yds) GROUP 4....................$ 28.60 15.95 Rollers (all) GROUP 1....................$ 27.51 15.95 ZONE PAY: ZONE CENTERS: SPOKANE, PASCO, LEWISTON ZONE 1: 0-45 Miles: Free ZONE 2: 45 Miles & Over: $2.00 BOOM PAY (ALL CRANES): (A): 180'-250': $.50 over scale (B): over 250': $.80 over scale ---------------------------------------------------------------- ENGI0370-042 01/01/2018 AREA SOUTH OF 46th PARALLEL IN IDAHO COUNTY Rates Fringes POWER EQUIPMENT OPERATOR:



Blade Operator, Backhoe (3/4 yds- 31/2 yds), Cranes (up to and including 50 tons), Drilling (bit under 8in), Front End Loader (over 4 yds to and including 7yds), Paver, Scraper (up to and including 40 yds) GROUP 6....................$ 29.67 12.05 Bulldozer, Scraper (over 80 yds to 100 yds) GROUP 8....................$ 30.27 12.05 Cranes (over 50 tons), Drill (bit 8 in and over), Grader (Fine), Front End Loader (over 7 yds), Heavy Duty Mechanic, Scrapers (over 40 yds to 60 yds), Tower Crane GROUP 7....................$ 30.04 12.05 Elevating Grader Operator, Backhoe (under 3/4 yds) GROUP 5....................$ 29.50 12.05 Front End Loader (up to 4yd) GROUP 4....................$ 29.33 12.05 Roller GROUP 3....................$ 29.02 12.05 Scraper (over 100 yds) GROUP 10...................$ 30.75 12.05 ZONE PAY: Zone 1 0 - 30 miles: Free Zone 2 30 - 60 miles: $25.00/per day Zone 3 More than 60 miles: $30.00/per day If a project is located in more than one zone the lower zone rate shall apply ZONES SHALL BE MEASURED FROM THE THE FOLLOWING U.S. POST OFFICES: BOISE: 304 N. 8TH STREET TWIN FALLS: 253 2ND AVE. WEST POCATELLO: CLARK STREET IDAHO FALLS: 875 NORTH CAPITAL AVE. BOOM PAY: All Cranes and Concrete Pump Boom Trucks 100 ft to 150 ft $.15 over scale 150 ft to 200 ft $.30 over scale Over 200 ft $.45 over scale ---------------------------------------------------------------- IRON0014-006 07/01/2018



Rates Fringes IRONWORKER, REINFORCING AND STRUCTURAL.......................$ 33.18 27.82 ---------------------------------------------------------------- LABO0155-007 01/01/2018 PART OF IDAHO COUNTY SOUTH OF 46th PARALLEL Rates Fringes LABORER (Common-PIPELINE ONLY)...$ 27.44 12.67 ---------------------------------------------------------------- LABO0155-009 01/01/2018 IDAHO COUNTY South of 46th Parallel Rates Fringes LABORER Asphalt Laborer Includes Asphalt Raker, Shoveler, Spreader, and Distributor...$ 27.44 12.67 Flagger, Common or General Laborer.....................$ 27.44 12.67 ---------------------------------------------------------------- LABO0238-029 06/01/2017 IDAHO COUNTY North of 46th Parallel Rates Fringes LABORER (PIPELINE ONLY) Common......................$ 26.28 12.15 ---------------------------------------------------------------- LABO0238-032 06/01/2018 IDAHO COUNTY North of 46th Parallel Rates Fringes LABORER Asphalt Laborer Includes Asphalt Raker, Shoveler, Spreader, and Distributor Group 4....................$ 27.38 12.35 Common or General Group 2....................$ 26.84 12.35 Flagger Group 1A...................$ 24.74 12.35 Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00 BASE POINTS: Spokane



Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office ---------------------------------------------------------------- PLAS0072-003 06/01/2018 BENEWAH, BONNER, BOUNDARY, CLEARWATER, IDAHO (NORTH OF THE 46TH PARALLEL), KOOTENAI, LATAH, LEWIS AND NEZ PERCE AND SHOSHONE COUNTIES ZONE 1: Rates Fringes CEMENT MASON/CONCRETE FINISHER...$ 29.07 14.13 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston, Wenatchee Zone 1: 0-45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- SUID2010-044 08/08/2012 Rates Fringes CARPENTER, Excludes Form Work....$ 29.92 5.20 LABORER: Landscape..............$ 22.13 11.13 LABORER: Pipelayer..............$ 17.67 7.26 OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 20.97 0.00 OPERATOR: Concrete Batch Plant............................$ 24.94 11.96 OPERATOR: Forklift..............$ 21.20 0.00 TRUCK DRIVER: Dump Truck........$ 24.70 12.10 TRUCK DRIVER: Lowboy Truck......$ 21.00 12.10 TRUCK DRIVER: Water Truck.......$ 24.48 11.67 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================



Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.



Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the



Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION


REVISED PLAN SHEET C5.0

TYPICAL TRENCH DETAIL 1C5.0

REPLACEMENT DETAIL GRAVEL STREET

3C5.0

REPLACEMENT DETAIL ASPHALT STREET

2C5.0

SEWER MANHOLE DETAIL 5C5.0

CONCRETE SIDEWALK REPLACEMENT DETAIL 4C5.0

SECTION AA

SEWER MANHOLE BASE DETAIL 6C5.0

MANHOLE STEP DETAIL 7C5.0

8/7/2018

REV

ISIO

N

SHEET

DESIGNED BY:QUALITY CHECK:

JOB NO.FIELDBOOK

DRAWN BY:

DATE:

L14-066_5.0_DETAILS

REV

D

ATE

WA

STEW

ATE

R S

YSTE

M IM

PRO

VEM

ENT

PRO

JEC

TST

ITES

, ID

AH

O

DET

AIL

S

L14-06608/07/18

.DWG

C5.0

GEHGEH

HRC/PAO

Engi

neer

ing

210

MAI

N S

T. •

LEW

ISTO

N, I

DAH

O 8

3501

208.

746.

0938

• t

dhen

gine

erin

g.co

m

SCHEDULE II


PRE-BID WALKTHROUGH MEETING MINUTES

MONTANA | WASHINGTON | IDAHO | NORTH DAKOTA | PENNSYLVANIA

2 0 8 . 7 4 6 . 0 9 3 8

t d h e n g i n e e r i n g . c om

2 1 0 Ma i n S t r e e t

L e w i s t o n , I D 8 3 5 0 1

JANUARY 22, 2019

CITY OF STITES – WASTEWATER SYSTEM IMPROVEMENTS PRE-BID WALKTHROUGH MEETING MINUTES: TD&H ENGINEERING JOB NO. L14-066

1. In attendance:

Luke Antonich TD&H Engineering

Jen Blood TD&H Engineering

Lowell Williams Williams Plumbing

Loren Hendrickson DW Excavating Inc.

John McNatt Cascade Pipeline

Steve Gehring Challenger Companies Inc.

Shem Johnson S&L Underground Inc.

Craig Roark Idaho Stage Inc.

Ben Waldemarson ML Albright

Cory Woody Valley Electric

Paul Jones City of Stites

Karen Braun City of Stites

2. Project Scope

a. Schedule I – Lift Station & H2S Mitigation Improvements

Paul stated that existing pumps will remain, and damaged portion to be repaired. New pump is to be additional pump. For clarification: Pump 2, including slide rail and pump mount shall be removed and surrendered to the City. New pump, including new slide rail and pump mount, shall be installed in its place.

b. Schedule II – Wastewater Collection System Improvements

3. Environmental/Archeological Monitoring Requirements

a. SWPPP – Contractor is responsible for submitting a Stormwater Pollution Prevention Plan (Incidental to work, Per ISPWC 1002).

i. NOI – Notice of Intent required for disturbance over 1 acre.

b. Archeological – Monitoring required for excavation of all previously undisturbed areas.

Archeological services provided/coordinated by TD&H.

January 22, 2019 PAGE NO. 2

t d h e n g i n e e r i n g . c o m

i. Coordinate monitoring with RPR. Contractor responsible to provide 48 hours notice to RPR prior to beginning excavation.

c. Asbestos Concrete Handling Abatement and Disposal

i. All removal and disposal shall be completed according to EPA regulations.

Incidental to bid item. Must be compliant with ISPWC/EPA.

4. Funding Agency Requirements

a. Project Sign per outline in the Supplementary Conditions

i. Project sign is a 4x8 designed with funding agency logos. Template will be provided at preconstruction meeting (or before).

b. Davis Bacon Wage and Labor Compliance shall be complied with.

i. Employees to go through Wage Interviews.

ii. Contractor shall submit certified pay rolls weekly. Updated wage decision will be issued with Addendum 1. Will be discussed in detail at preconstruction meeting. If there are any questions or if you anticipate that an additional classification will be needed please let CEDA know.

c. Section 3 Compliance – the last page of the Post-Award Contract Forms in the contract manual has the steps to comply. Voluntary reporting for contracts exceeding $100,000. Angie Edwards (CEDA) will work with contractors to complete.

d. American Iron and Steel – This project is partly funded by Rural Development; materials shall comply with A.I.S. requirements.

5. Site

a. Contractor is responsible for inspecting the site to assess conditions (General Special Provisions 1.3.B.1 and others) before bidding.

b. See General Special Provision 1.7.

c. Waste Site and Staging Areas

i. The contract work shall be performed within the rights-of-way. Individual service work may be coordinated with homeowners.

ii. The City has properties that may be used for staging upon written request. Contractor responsible for protection of staging areas and restoration to pre-project conditions.

The City may have space available for rock and dirt, dependent on amount, for temporary waste site.

d. Site Tidiness (General Special Provision 1.17) – The contractor is responsible for maintaining a safe and tidy site.



6. Construction

a. Pipe installation by trench excavation is required for bidding.

7. Construction Staking (General Special Provision 1.13)

a. TD&H to provide construction staking once. If stakes are disturbed, Contractor shall be responsible for fees associated with restaking.

b. Request shall be made in writing. 72 hours (3 working days) advance notice shall be provided.

8. Site Restoration

a. In general, the project site shall be restored to pre-project conditions (General Special Provision 1.19).

9. Schedule

a. Work shall commence within 30 days of the effective date of the Agreement or within 60 days of the Bid Opening, whichever is earlier.

b. 60 working day contract to Substantial Completion, 80 days to Final Completion.

Working days are considered to be Monday through Friday

c. Contractor is responsible for submitting an initial schedule within 10 days after the effective date of the agreement.

d. Weekly Progress Meetings shall be scheduled by the RPR and attended by the Contractor’s project superintendent or manager.

10. Project Construction Cost Range

a. Schedule 1 & 2 Total: $780,000 – $835,000.

11. Addendums

a. Addendum 1 is planned to be issued by the end of the week. It will include the minutes of this meeting. With updated wage rates and questions/responses.

12. Questions? (Questions asked during the meeting are in bold. Answers are in blue and were addressed post meeting by the Engineer)

a. How is the project to be awarded? Will both schedules be awarded to one contractor? Can the contractor bid on one schedule only? See GSP 0001 1.3.C and D. The schedules can be awarded separately or together. A contractor may elect to bid on only one schedule. The City of Stites reserves the right to award the Schedules in the manner they see fit. The low bid may be considered per schedule or total project.



b. Is there a contingency for unexpected utilities? There is a contingency. The Contractor is responsible to protect, preserve, and repair any damage to existing utilities. The City may elect to assist with repairs but are not required to do so. Do you know the water pipe material? To the best of our knowledge, the material ranges across most pressure pipe options. Asbestos concrete seems to be the most common but Poly, Steel, and Ductile are also present. (See attached figure – any locations shown on the figure are believed to be accurate but the Contractor is responsible for all field locates and confirmation of locations.)

c. Is there any allowance for potholing for utilities? Potholing is strongly encouraged as it is to the Contractors benefit. No additional compensation will be allowed for potholing.

d. Is rock excavation expected? None is anticipated. The majority of the work is in pre-disturbed areas and it is expected that previous backfill was performed per historic industry standards.

e. Is there a place for reject material disposal? None has been designated. The Contractor is responsible for all disposals. See GSP 0001 1.15.

f. Do we expect groundwater? Yes.

g. Contractors requested Paul Jones phone number. Paul provided during meeting: (208)935-5621. Please note that all questions and communication shall be routed through the Engineer. Unofficial communications are not grounds for adjustment of the Contract language. See Standard General Condition Article 9, 9.01.

h. Are there special requirements for ground water discharge? Is haul off required? See Division 1000 of the ISPWC. A Construction Site Discharge and/or SWPP Plan shall be submitted to the Engineer for review.

i. Does the contractor provide materials testing? Yes. What is the required frequency of testing? See GSP 0001 1.8 and ISPWC Division 2100.

j. Is the project following ISPWC? See GSP 0001 1.1 and 1.2.

k. Are manhole collars required? Collars are required in all traveled ways. See revised Detail 5-C5.0, for further clarification (part of Addendum 1).

l. How many times is the surveyor coming out for staking? Is it one time for all of it? Staking is planned to be provided for each alignment separately. Therefore, four (4) site visits (one site visit per alignment) for staking shall be provided without additional charge. Restaking shall be at the Contractor’s expense.

m. ITD has a culvert replacement project in Stites that may require highway traffic to be routed along East St. There is a SH-13 Stites Culvert Replacement project which is located at MP 22.1 Stites Grade



Rd on the south end of town. The planned construction window is tied to the water level being below ordinary high water. The successful bidder will be provided contact information to coordinate with ITD’s Contractor and/or Project Representative. The successful bidder will be expected to work with ITD to the best interest of both projects.

n. Is there a carrier pipe/sleeve on the chemical feedline? If so, what is the size? Chemical feedline installation shall conform to manufacturer recommendations.

o. What is the make/model/dimensions of the exhaust fan? Refer to SP 0030 2.1.

p. Will the government shut down affect this project? It is possible. The bidding of the project is planned to proceed as if the Federal Government will reopen without delaying award of the project.

q. Can ground water be pumped into the sanitary sewer? City Code 5-3-15 prevents discharging into the sanitary system.

13. Time for Site Visit: Return within 30 minutes with add’l questions.

a. Lift station yard fence will be open.


CITY OF STITES EXISTING WATER SYTEM

Clearwater Ave.

StreetMain

South

Fork

Clearwater

River

Brid

geSt

reet

Roa

d

State Street

Nor

thSt

reet

StreetWest

Sout

h

Stre

et

East Street

Gra

deSt

ites

N. River Road

LEGEND

208.

746.

0938

• t

dhen

gine

erin

g.co

m

Engi

neer

ing

210

MAI

N S

T. •

LEW

ISTO

N, I

DAH

O 8

3501

FIGURE

DESIGNED BY:QUALITY CHECK:

JOB NO.FIELDBOOK

DRAWN BY:

DATE:

B6 EXISTING WATER SYSTEM

REV

D

ATE

REV

ISIO

N

NOT FOR

CONSTRUCTION

STIT

ES W

ATE

R S

YSTE

M IM

PRO

VEM

ENTS

CIT

Y O

F ST

ITES

, ID

SER

VIC

E C

ON

NEC

TIO

N M

AP

L14-06102/10/17

.DWG

B-6

DLR