Amend_4_-_Attach_3_-_4.0_SITE_TOPO.PDF

PDF 342 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 3 - Site Topo Drawing

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Other files attached to OR-FORENSICS LAB D/B REPAIR RENOVATE, newest first.
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_1_-_answers_to_question.DOCX	DOCX document	Jun 12, 2017
Amend_4_-_Attach_4_-_5.0_SITE_DEMO.PDF	PDF	Jun 12, 2017
Amend_4_-_Attach_6_-_7.0_SITE_UTILITY.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_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
Attach_2_-_Bid_schedule.pdf	PDF	Apr 13, 2017
Attach_6-_Cover_letter.pdf	PDF	Apr 13, 2017

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O O

O O O O O O O O O

D S

18''SD

D S

8''SD 8''SD

12''SD

18''SD 18''SD

EAST MAIN STREET

C A

M P

U S

A Y

329.87'

350.00'

FIRE

HYDRANT

ASPHALT

PARKING LOT

CONCRETE SIDEWALK

DOUBLE DETECTOR CHECK

VALVE IN CONCRETE VAULT

6" D

U C

O N

W A

T E

C O

N C

R E

T E

I D

E W

A L

BUILDING

AREA DRAIN

GRATE = 1888.13

IE OUT (4" E) = 1887.43

AREA DRAIN

GRATE = 1887.73

IE OUT (4" W) = 1887.03

AREA DRAIN

GRATE = 1888.47

IE OUT (4" E) = 1887.77

AREA DRAIN

GRATE = 1887.73

IE OUT (4" W) = 1887.03

AREA DRAIN

GRATE = 1887.57

IE OUT (4" W) = 1886.87

SDMH WITH

SLOTTED COVER

RIM = 1896.54

IE (42") = 1891.29

SDMH

RIM = 1892.60

IE (42") 1885.50

SDMH

RIM = 1891.30

IE (6" S) 1883.95

IE (12" SE) = 1884.05

IE (18" E) = 1883.75

IE (18" N) = 1883.70

SDMH

RIM = 1885.68

IE (18" SE) = 1881.68

IE (18" S) = 1881.63

IE (18" N) = 1881.58

STORAGE

BUILDING

PEDESTRIAN

LIGHT (TYP.)

IRRIGATION

VALVE BOX

IRRIGATION

VALVE BOX

IRRIGATION

VALVE BOX

FIRE

HYDRANT

EX. 20' STORM

DRAIN EASEMENT

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

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SCALE: 1" =

AutoCAD SHX Text 30'

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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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PARTIAL SITE TOPOGRAPHIC SURVEY

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RSG

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RSG

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RSG

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%%UBASIS OF BEARING

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SURVEY NOTES

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%%UVERTICAL DATUM

AutoCAD SHX Text THE BASIS OF BEARING FOR THIS SURVEY WAS THE LINE OF SIGHT BETWEEN RECOVERED CITY OF ASHLAND BRASS CAP CENTERLINE MONUMENTS LOCATED AT THE INTERSECTION OF EAST MAIN STREET & CAMPUS WAY AND AN ANGLE POINT AT THE SOUTH END OF CAMPUS WAY, HAVING A RECORD BEARING OF NORTH 00°06'22" EAST, AS SHOWN ON SURVEY NO. 10905, ON FILE IN THE OFFICE OF THE JACKSON COUNTY SURVEYOR.

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%%UUTILITY LOCATIONS

AutoCAD SHX Text EXPOSED UTILITY STRUCTURES SHOWN HEREON WERE FIELD LOCATED BY THIS SURVEY. ALL UNDERGROUND UTILITY LOCATIONS SHOWN HEREON WERE DERIVED BY A COMBINATION OF FIELD SURVEYED PAINT MARKS AND "AS-BUILT" PLANS FURNISHED BY THE RESPECTIVE UTILITY COMPANIES, ALONG WITH RECORD CONSTRCTION DRAWINGS FOR THE USFWS FORENSICS LAB DATED MARCH, 1987, AND ARE APPROXIMATE ONLY. FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES SHOULD BE PERFORMED BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO BEGIN.

AutoCAD SHX Text THE BASIS OF VERTICAL CONTROL FOR THIS SURVEY WAS A CITY OF ASHLAND BRASS DISK BENCHMARK, LOCATED IN THE TOP OF A CURB AT THE SOUTHWEST CORNER OF EAST MAIN STREET AND WALKER AVENUE. BENCHMARK ELEVATION EQUALS 1885.61 FEET, BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, ADJUSTED IN 1956 (NGVD 29/56).

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%%UPROPERTY LINES

AutoCAD SHX Text THE PROPERTY LINES SHOWN ON THIS TOPOGRAPHIC SURVEY ARE BASED ON THE TOPOGRAPHIC SURVEY PREPARED BY MARQUESS & ASSOCIATES IN 2000. FOR THIS TOPOGRAPHIC SURVEY WE RECOVERED CONTROL POINTS USED DURING THE ORIGINAL SURVEY TO PLACE THE NEW TOPOGRAPHIC SURVEY INFORMATION ON THE SAME COORDINATE SYSTEMS AS THE ORIGINAL SURVEY. THE PROPERTY LINES SHOWN ON THIS TOPOGRAPHIC SURVEY DO NOT REPRESENT A BOUNDARY SURVEY AND ARE SHOWN FOR REFERENCE INFORMATION ONLY.

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