Atch 4 Spec Dwg.pdf

DPG CLEAN POTABLE WATER SYSTEMS 1687

01010-46 91238-10-R-0008 AM-02

6.11 FACILITY ELECTRICAL SYSTEMS

6.11.1 Interior Lighting. Lighting shall comply with the recommendations of the Illumination Engineering Society of North Ameri ca (IESNA) an d as indi cated below. Lig hting sh all be efficient fluorescent or compact fluorescent type utilizing el ectronic ballasts for all area s except areas wh ere e nvironmental considerations prohibit the use of thi s t ype of lig hting.

Interior lig hting levels shall be mea sured at 2.5 feet above finish ed floo r, unless n oted otherwise.

6.11.2 Interior Powe r: Po wer shall b e p rovided fo r all rece ptacles, HVAC equipment, lightin g, electrical equipment, special power equipment, all ot her motorized equipment. Coordinate during design charrette if there is any Government Furnished Contractor Installed equipment and\or government furnished government installed equipment. 480 volt, 3 phase power is preferred for motor load s large r than 3\4 HP. For re ceptacles and oth er smaller loa ds 208\120 volt, 3 phase power shall be OK.

6.11.3 SCADA System: All 4 building s (Ditto, Carr and 2 a uxiliary buildings Well #3 and # 28) shall be equipped to handle SCADA communication. SCADA system shall be a complete package consisting of operator int erface, po wer su pply, bat tery back-up, radio tran sceiver, battery charger and antenna system. Batteries shall be gel-type with sealed construction. Power supply shall be ca pable of powe ring SCADA sy stem for mini mum 12 ho urs. Refe r to Electrical Improvem ents Location drawing E-001 for relative loca tions of variou s facilities.

This drawing is for rough reference only and is included at the end of Appendix “C”.

Input\output processing d evice (proce ssor) s hall be micro processor b ased, cap able of accepting digital and analog inputs, pulse inputs and counter inputs. Device shall be capable of producing digital and analog outputs, perform local control, monitor and data manipulation functions, tra nsmit mea sured an d\or calculated val ues a nd sen d status\al arm signal s to a master computer system. This processor shall be cap able of receiving and processing al l command signals and d ata config uration packet s per latest i ndustry stan dard p rotocol (publicly available).

All enclosures shall be rated for and sized to contain the equipment required to make the installation complete an d suitable for i ntended use. Enclosu res shall be m anufactured by Hoffman engineering or equal.

6.11.4 Interior Communications: D-B Contractor shall provide Data\Voice communication Jacks only in office space of each building. Communication systems shall comply with the United States Army Inform ation System s Engi neering Co mmand’s I3A Stand ard. T he n umber of pat ch panels shall be determined by the number of telephone outlet/jacks plus 10%.

Additional Data\voice outlets may be provided for any other functional requirements for new equipment lay-out by D-B Contractor’s design. Specific SCADA communication improvements shall be coordinated with Mr. Donovan Pomikala @ 435-831-3399 or Mr.

Michael Cassun @ 435-831-2461; and specific Fire Alarm Communication shall be coordinated with Mr. Kay Bankhead @ 435-831-2742.

Following buildings shall require following specific components and electronic equipment to successfully interact without compatibility issues.

Bldg 5330 (Administrative Office Building):

Fiber termination: Single-mode ST connectors CommScope SystiMax, 1000A panel ST/LC duplex single mode jumper 3M

Attachment 4 W91238-10-R-0008 Amendment 0002

Construct Clean Potable Water System 1687 Dugway PG, UT

Reports. Failure of the Contractor to document the AS and AF dates on the Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's updated schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes.

Updating of the percent complete and the remaining duration of any activity shall be independent functions. Disable program features which calculate one of these parameters from the other.

3.3.6 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer. Propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Correct out of sequence progress that continues for more than two update cycles by logic revision, as approved by the Contracting Officer.

3.3.7 Negative Lags and Start to Finish Relationships

Lag durations contained in the project schedule shall not have a negative value. Do not use Start to Finish (SF) relationships.

3.3.8 Calculation Mode

Schedule calculations shall retain the logic between predecessors and successors even when the successor activity starts and the predecessor activity has not finished. Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") will not be allowed.

3.3.9 Milestones

The schedule must include milestone activities for each significant project event including but not limited to: milestone activities for each fast track design package released for construction; design complete;

foundation/substructure construction complete; superstructure construction complete; building dry-in or enclosure complete to allow the initiation of finish activities; permanent power complete; and building systems commissioning complete.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD, reports, and network diagrams required for each submission are contained in paragraph

SUBMISSION REQUIREMENTS.

3.4.1 Preliminary Project Schedule Submission

Submit the Preliminary Project Schedule, defining the Contractor's planned operations for the first 90 calendar days for approval within 2015 calendar days after the NTP is acknowledged. The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. Detail it for the first 90 calendar days. It may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as previously specified. The Preliminary

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Attachment 4

01 33 16-6 AM-02

7.2 CAUTION: A SUBMITTAL NOT READY FOR A GOV’T QUALITY

ASSURANCE REVIEW WILL WASTE GOV’T RESOURCES AND POSSIBLY DELAY

EXPECTATIONS OF THE CONTRACTOR AT THE CONTRACTOR’S EXPENSE. IT IS

EXTREMELY IMPORTANT EACH SUBMITTAL RECEIVE AN INTERNAL CONTRACTOR

QUALITY CONTROL REVIEW, INDEPENDENT TECHNICAL REVIEW, AND CORRECTIONS

BEFORE SUBMITTING TO THE GOV’T.

7.3 CAUTION: THE GOVT’S QUALITY ASSURANCE REVIEW IS

DESIGNED TO BE A SPOT CHECK --- IT WILL NOT BE A TECHNICAL REVIEW ---

ADEQUATE RESOURCES TO ACCOMPLISH ANYTHING MORE ARE NOT PROVIDED. THE

CONTRACTOR MUST PERFORM QUALITY CONTROL ON ALL SUBMITTALS. THE

CONTRACTOR IS CAUTIONED --- THE GOVERNMENT DOES NOT PLAN TO CONDUCT

TECHNICAL REVIEW OF DESIGN DELIVERABLES SUBMITTED FOR REVIEW. THE

GOVERNMENT REVIEW WILL NOT FOCUS ON THE CALCUALTIONS, CODE

COMPLIANCE, OR ANY OTHER TECHNICAL ASPECT RELATED TO CONTRACT

COMPLIANCE. NEVERTHELESS --- THE GOVERNMENT DOES RESERVE THE RIGHT

TO MAKE SUCH COMMENTS SHOULD THE SITUATION ARISE.

8 Design and Construction Schedule

8.1 The contractor shall have the freedom to establish the

design and construction schedule within contract period of service.

Both design schedule and construction schedule data shall be placed on a single overall schedule to facilitate an overall understanding of the presented logic.

8.1.1 The contractor shall include on the schedule a 15 WORKING day period for the government to conduct a quality assurance compliance review for each submittal.

8.1.2 The contractor shall include on the schedule a 2 1 calendar day period for a compliance review conference related to each submittal with the exception of the Charrette submittal. These conferences shall not be scheduled during a weekend or holiday or on a day of the week that is adjacent to a day of a weekend or holiday.

This typically will leave Tuesdays, Wednesdays, or Thursdays (except as holidays impact) for these conferences.

8.2 The Contractor shall submit one schedule; consisting of

both the design activities and the construction activities.

8.2.1 The design schedule shall be submitted within the first 20 calendar days after the date of Notice To Proceed. The design schedule shall include all activities associated with the design. On this schedule include as much clarity as can be provided of

Attachment 4 W91238-10-R-0008 Amendment 0002

L2EDMGH9

Cross-Out

AM-02

Fire Hydrant Schedule:

Avery: 8 hydrants, 0 replacements (all are functional) Carr: 10 hydrants, 10 replacements Baker: 10 hydrants, 6 replacements (B-3, 4, 5, 6, 7, 8) Ditto: 46 hydrants, 4 replacements (D-13, 14, 20, 33)

Attachment 4

C06

Clearance EL.

4475.5'

T0 OVERBOARD

DRAIN

PUMP

PS

M

TO MAIN

P

PUMP HOUSE&

WATER TOWER

WELL NO. 4

C04

6" A C

6" A C

A C

6" AC6" AC

6" AC

6" A C

C I

6" C I

6" AC

C03

C02 C01

C08

C07

8" CI

8" P

VC

C09

8" P

VC

8"

PVC

8" PVC

6" AC

C05

SIZE RES GPM

C01 C02

DRAW

10",6" 10",8"

170'

DATE OF MAIN DATE

TESTED

TYPE RATES STATUS/DESCRIPTION

NUMBERLOW HIGH LOW W. TESTED

ACTIVE-TEST WELL-POTABLE

6" A C

6" A C

T0 OVERBOARD

DRAIN

PUMP

PS

M

TO MAIN

P

WATER TOWER

Clearance EL.

PUMP HOUSE

WELL NO. 33

PV

C

6" P

VC

4480.87'

0 100 200 300 40050 Meters

0 400 800 1,200200 Feet

Map Extent

CARR WATER SYSTEM

Attachment 4

WATER TOWER

Clearance EL.

4475.5'

WELL NO. 31

PUMP HOUSE

WATER TREATMENT

PLANT

VALVE

PIT

4432.8'

TANKS

T0 OVERBOARD

DRAIN

PUMP

PS

M

TO MAIN

P

6" AC

10" AC

C I

6" CI

T0 OVERBOARD

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TO MAIN

M

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PUMP

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WELL NO. 28

PUMP HOUSE

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D R A I N

M

PUMP

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ENGINE

PUMP HOUSE

WELL NO. 3

WATER TOWER

Clearance EL.

6"PVC6"PVC

2 MGD

A C

D01D02

D03

D04 D05

D06

D07

D08

D09D10

D17

D18

D19

D20

D21

D22

D23

D24 D25

D30

D31

D32

D33 D35 D36

D37

D38

D39

D40

D41 D42 D43 D44 D45 D46

D16

D26

D27

D28

D29

D34

A03

A06

A08

H43

H65

NUMBER

C06

C04

C03

C02

C08

C07

C09

C05

NUMBER STATUS/DESCRIPTION

PORT

STATRESDATE

C02 C03

C05

C07

C09

DEPTH TO

AQUIFER/DATE

DRAW

DOWN

DROP IN

AQUIFER (DATE) STATUS/DESCRIPTION

5 10",8"

170' 320'

INACTIVE-TEST WELL-ABANDONED,PLUGGED

DATE OF

MANUFACTURESIZE/RATE

MAIN

POWER

BACK-UPDATE

TESTED STATUS/DESCRIPTION

PUMP NO./

BLDG NO.

TYPE RATES CAL-DATEEQUIPMENT

NUMBER ALARMS STATUS/DESCRIPTIONDATE

ACTIVE-TEST WELL-POTABLE

LOCATED ON CARR FACILITY ZONE 3

6" CI

D15 D14

D13

D12

D11

A C

2"BI

B I

6"CI

C I

A C

C I

6"CI

C I

C I

6"CI

C I6 C I

C I

C I

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6"CI

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6"CI

6"CI

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6"CI

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6"CI

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6"AC

6"CI

6"AC6"AC

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6"CI 10"AC

C I

C I 6 C I

C I

A C

C I

C I

A C

6"CI

6"CI

6"AC

6"CI

C I

6"AC

0 100 20050 Meters

0 200 400 600100 Feet

Map Extent

DITTO WATER SYSTEM

Attachment 4