Amend_4_-_Attach_6_-_7.0_SITE_UTILITY.PDF

PDF 312 KB Posted Jun 12, 2017

Attached to: OR-FORENSICS LAB D/B REPAIR RENOVATE Federal contract opportunity
Solicitation number: F17PS00115
Issued by: Department of the Interior Fish and Wildlife Service Region 9 Headquarters

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Amendment 4 - Attach 6 - Site Utility Drawing

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File	Type	Posted
Sol_F17PS00115_Amd_000006.pdf	PDF	Jun 22, 2017
Amend_6_-_Attach_1_-_answers_to_questions_F17PS00115.pdf	PDF	Jun 22, 2017
Sol_F17PS00115_Amd_000005.pdf	PDF	Jun 20, 2017
Amend_4_-_Attach_7_-_HVAC_Floor_Plan_from_Site_Visit.pdf	PDF	Jun 12, 2017
Amend_4-_Attach_5_-_6.0_SITE_GRADING.PDF	PDF	Jun 12, 2017
Amend_4_-_Attach_2_-_site_visit_attendees.pdf	PDF	Jun 12, 2017
Amend_4_-_Attach_3_-_4.0_SITE_TOPO.PDF	PDF	Jun 12, 2017
Amend_4-_Attach_1_-_answers_to_question.DOCX	DOCX document	Jun 12, 2017
Amend_4_-_Attach_4_-_5.0_SITE_DEMO.PDF	PDF	Jun 12, 2017
Sol_F17PS00115_Amd_000004.pdf	PDF	Jun 12, 2017
Sol_F17PS00115_Amd_000002.pdf	PDF	Apr 26, 2017
Sol_F17PS00115_Amd_000001.pdf	PDF	Apr 25, 2017
Attach_5_Non-Dislcosure_Agreement.pdf	PDF	Apr 13, 2017
Sol_F17PS00115.pdf	PDF	Apr 13, 2017
Attach_2_-_Bid_schedule.pdf	PDF	Apr 13, 2017
Attach_6-_Cover_letter.pdf	PDF	Apr 13, 2017
Attach_1-_contract_clauses.pdf	PDF	Apr 13, 2017
Attach_3_-_Forensic_Lab_SOW_Final_3-28-2017.pdf	PDF	Apr 13, 2017
Attach_4_-__DOL_Wage_Decision.pdf	PDF	Apr 13, 2017

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O O

O O O O O O O

O O O O O O

O O

18''SD 18''SD

8''SD 8''SD 8''SD 8''SD

350.00'

U.S FISH AND WILDLIFE SERVICE

NATIONAL FORENSICS LABORATORY

1490 EAST MAIN STREET

39 1E 10 BD TAX LOT 4100

ZONING: SO

OREGON NATIONAL GUARD ARMORY

1420 EAST MAIN STREET

39 1E 10 BD TAX LOT 4100

ZONING: SO

SCIENCE WORKS

1500 EAST MAIN STREET

39 1E 10 BD TAX LOT 4100

ZONING: SO

350.00'

PARKING AREA

EX. 20' STORM DRAIN

EASEMENT

MAPLE

18" PINE

6" DECIDUOUS

16" PINE

6" DECIDUOUS

20" PINE

12" MAPLE

3" DECIDUOUS

6''W

4''SD

6''SD

D S

EX. SDMH

RIM = 1891.30

IE IN (18" E) = 1883.75

IE IN (12" SE) = 1884.05

IE IN (6" S) = 1883.95

IE OUT (18" N) = 1883.70

6''SD

EX. 6" PVC PIPE

BETWEEN EXIST.

SWALES

4''SD

NOTE:

SEE PLUMBING PLANS FOR

WATER AND SEWER

CONNECTION FROM EXISTING

BUILDING TO NEW ADDITION

P: 541-772-7115

F: 541-779-4079

1120 East Jackson

PO Box 490

MAI Project Number: 17-1009

Medford, OR, 97501

PRELIMINARY

THESE DRAWINGS SHALL

NOT BE USED FOR:

CONSTRUCTION

BIDDING

RECORDATION

CONVEYANCE

ISSUANCE OF A PERMIT

XX% XX

OREGON LAW REQUIRES YOU TO FOLLOW RULES

ADOPTED BY THE OREGON UTILITY NOTIFICATION

CENTER. THOSE RULES ARE SET FORTH IN OAR

952-001-0010 THROUGH OAR 952-001-0090. YOU MAY

OBTAIN COPIES OF THE RULES BY CALLING THE CENTER

AT 503-232-1987.

TAP EXISTING 6" DUCTILE IRON WATER LINE.

1-6"x6" TAPPING SLEEVE

1-6" TAPPING VALVE

1-6" PIG

CONSTRUCTION NOTES

INSTALL 132 LF OF 6" C900 PVC FIRE SERVICE LINE.

RESTRAIN ALL JOINTS FROM TAP TO BUILDING.

MAINTAIN MINIMUM 36" OF COVER OVER FIRE LINE, SEE DETAIL 2,

SHEET 8 FOR STANDARD TRENCH DETAIL.

REMOVE EXISTING CONE AND BARREL SECTIONS AS NECESSARY AND INSTALL

NEW FLAT TOP ON EXISTING MANHOLE TO MEET NEW RIM ELEVATION FOR

MANHOLE

NEW RIM ELEVATION = 1888.93

CONNECT NEW 12" STORM DRAIN TO EXISTING MANHOLE

NEW 12" INVERT = 1883.80

RESHAPE MANHOLE CHANNELS AS NECESSARY TO MATCH NEW 12" PIPE INVERT

INSTALL 80 LF OF 12" SD @ 0.5%

INSTALL 12"x12"x12" TEE

INVERT = 1884.20

INSTALL CLEANOUT ON SOUTH SIDE OF TEE PER DETAIL 3, SHEET 8

INSTALL 5 LF OF 12" SD @ 0.5%6

CONSTRUCT OUTLET CONTROL STORM DRAIN MANHOLE PER DETAIL 7, SHEET 8

RIM = 1889.90

INVERT IN (24") = 1884.30

INVERT OUT (12") = 1884.23

INSTALL STORMTECH SC-740 CHAMBER SYSTEM (8 CHAMBERS)AS AN ISOLATOR

ROW PER DETAILS 5 & 6, SHEET 8.

BASE OF CHAMBER ELEVATION = 1884.30

INSTALL 24"x24" PRE-CAST CONCRETE INLET

GRATE ELEVATION = 1888.90

INVERT IN (6" N) = 1885.78

INVERT IN (6" E) = 1885.78

INVERT IN (4" W) = 1885.95

INVERT OUT (24" S) = 1884.40

PROVIDE 12" SUMP IN BOTTOM OF INLET

INSTALL 60 LF OF 6" SD @ 1%

INSTALL 6"x6"x6" TEE

INVERT = 1886.16

INSTALL CLEANOUT ON WEST SIDE OF TEE PER DETAIL 3, SHEET 8

INSTALL 6"x6"x6" TEE

INVERT = 1886.38

INSTALL CLEANOUT ON NORTH SIDE OF TEE PER DETAIL 3, SHEET 8

CONNECT TO 6" ROOF DRAIN FROM BUILDING, COORDINATE LOCATION AND

DEPTH OF CONNECTION WITH PLUMBING CONTRACTOR

INSTALL CATCH BASIN PER DETAIL 4, SHEET 8

GRATE ELEVATION = 1888.73

INVERT OUT (4") = 1887.40

INSTALL 17 LF OF 4" SD @ 2% MINIMUM

INSTALL 6"x6"x6" TEE ON EXISTING 6" PIPE FROM SWALE TO THE EAST

INVERT = 1887.00 (VERIFY)

INSTALL CLEANOUT ON SOUTH SIDE OF TEE PER DETAIL 3, SHEET 8

INSTALL 37 LF OF 6" SD @ 3.1%

INSTALL 6"x6"x4" TEE

INVERT = 1886.39

INSTALL 12" SQUARE LANDSCAPING MINI-BASIN

GIBSON STEEL BASINS GMCB10-1218HB-4 OR APPROVED EQUAL

GRATE ELEVATION = 1888.50

INVERT OUT (4") = 1887.87

INSTALL 3 LF OF 4" SD BETWEEN BASIN AND TEE

INSTALL 6"x6"x6" TEE ON

INVERT = 1885.84

INSTALL 6"x6"x6" TEE

INVERT = 1886.00

INSTALL CLEANOUT ON EAST SIDE OF TEE PER DETAIL 3, SHEET 8

INSTALL 6"x6"x4" TEE

INVERT = 1886.07

CONNECT 4" SD TO EXISTING CLEANOUT

INSTALL 6"x6"x4" TEE

INVERT = 1886.47

INSTALL 16 LF OF 4" SD @ 1% MINIMUM TO EAST AND CONNECT 4" SD TO

EXISTING CLEANOUT

INSTALL CLEANOUT ON NORTH SIDE OF TEE PER DETAIL 3, SHEET 8

INSTALL 6"x6"x4" TEE

INVERT = 1886.55

INSTALL 7 LF OF 4" SD @ 1% MINIMUM TO EAST AND CONNECT 4" SD TO EXISTING

AREA DRAIN

INSTALL 6"x6"x4" TEE

INVERT = 1886.72

INSTALL 16 LF OF 4" SD @ 1% MINIMUM TO EAST AND CONNECT 4" SD TO

EXISTING CLEANOUT

INSTALL 6"x6"x4" TEE

INVERT = 1886.78

INSTALL 7 LF OF 4" SD @ 1% MINIMUM TO EAST AND CONNECT 4" SD TO EXISTING

AREA DRAIN

INSTALL 6"x4" WYE

INVERT = 1887.02

CONSTRUCTION NOTES (CONT.)

INSTALL 12" SQUARE CATCH BASIN WITH ADA COMPLIANT GRATE

GRATE ELEVATION = 1888.71

INVERT OUT (4") = 1887.38

INSTALL 19 LF OF 4" SD @ 1% MINIMUM BETWEEN BASIN AND WYE

INSTALL 6"x6"x4" TEE

INVERT = 1887.06

INSTALL CLEANOUT ON NORTH SIDE OF TEE PER DETAIL 3, SHEET 8

INSTALL 4"x4"x4" TEE

INVERT = 1887.29

INSTALL 4"x4"x4" TEE

INVERT = 1887.35

CONNECT TO 4" DOWNSPOUT FROM WALKWAY COVER

INSTALL CLEANOUT ON NORTH SIDE OF TEE PER DETAIL 3, SHEET 8

INSTALL 12" SQUARE LANDSCAPING MINI-BASIN

GIBSON STEEL BASINS GMCB10-1218HB-4 OR APPROVED EQUAL

GRATE ELEVATION = 1888.83

INVERT OUT (4") = 1887.21

INSTALL 9 LF OF 4" SD BETWEEN BASIN AND TEE

INSTALL 12" SQUARE LANDSCAPING MINI-BASIN

GIBSON STEEL BASINS GMCB10-1218HB-4 OR APPROVED EQUAL

GRATE ELEVATION = 1888.00

INVERT OUT (4") = 1887.37

INSTALL 3 LF OF 4" SD BETWEEN BASIN AND TEE AND CONNECT TO EXISTING 4"

STUB AT 18" PIPE

INSTALL 4" 90° BEND ON EXISTING 4" FOUNDATION DRAIN

REMOVE FOUNDATION DRAIN FROM THIS POINT TO THE WEST AND PLUG 4" LINE

AT CONNECTION POINT TO THE EXISTING 18" STORM DRAIN

CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING 4" FOUNDATION

DRAIN BEFORE TRENCHING FOR NEW LINE. NOTIFY ENGINEER IMMEDIATELY IF

CONFLICTS ARE FOUND.

33 INSTALL 102 LF OF 4" D3034 PVC FOUNDATION DRAIN PIPING

34 CONNECT TO EXISTING 18" STORM DRAIN USING AND INSERT-A-TEE OR

APPROVED EQUAL. VERIFY EX. PIPE MATERIAL PRIOR TO ORDERING

INSERT-A-TEE.

INSTALL 8 LF OF 4" D3034 PVC FOUNDATION DRAIN PIPING FOR NEW BUILDING

ADDITION FOUNDATION DRAIN. CONNECT TO RE-ROUTED FOUNDATION DRAIN

FROM EXISTING BUILDING WITH A 4"x4" TEE.

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UGP

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TEL

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SCALE: 1" =

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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CHECKED

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REV.

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DESIGNED

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DRAWN

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DATE

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DRAWING NO.

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DATE

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DESCRIPTION

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SHEET __ OF __

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NEW MORPHOLOGY CENTER FACILITY

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USFWS FORENSICS LABORATORY IN ASHLAND, OR

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MAY 2017

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SITE UTILITY PLAN

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RSG

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RSG

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RSG

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CALL BEFORE YOU DIG

AutoCAD SHX Text 1-800-332-2344

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48 HOURS BEFORE BEGINNING EXCAVATION

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UTILITY

File details come from the government source that posted it. Updated Nov 14, 2017.