25723_lcog_springfield_internet_site_plans.pdf
PDF 7 MB Posted
- Attached to
- Installation & Furnishing of Prefabricated Telecommunications Structure, Related Site Improvements
- Solicitation number
- S-C20414-00016183
- Issued by
- Oregon
About this file
This is a set of construction documents and site plans for a telecommunications enclosure project prepared by GMA Architects for the City of Springfield, Oregon, in partnership with Lane County of Governments. The project involves the purchase and installation of a prefabricated telecommunication enclosure (HUT) manufactured by Shelter One, new chain link fencing and gate installation, site paving, foundation work, and new utility vaults. The contractor will accept delivery of the HUT, place it on a contractor-built foundation, secure it to the foundation per manufacturer specifications, and connect it to power and existing vaults. The new building encompasses 220 square feet with an approximate site impact area of 2,000 square feet located at 201 S 18th Street, Springfield, Oregon 97477 in a heavy industrial zoning district. The project also includes electrical work between the HUT, an owner-installed generator, and the existing building to provide full telecommunications functionality. Construction documents include architectural site plans, demolition plans, foundation details, utility plans, and electrical drawings with one-line diagrams prepared as of February 19, 2026.
The contractor is assigned the owner's purchase order for the HUT and is responsible for purchasing the unit from Olsson Electric, Inc. in the amount of $177,295. Site work includes demolition of existing asphalt and concrete pavements as required, creation of new foundations and concrete walks, salvage of existing parking bumpers for reuse, installation of six-foot high chain link fencing with gate, and conduit installation connecting multiple utility vaults to the HUT. Electrical infrastructure requires installation of high-density polyethylene (HDPE) conduits, electric PVC conduits, control conduits, foundation reinforcement, epoxy anchor bolts, and grounding systems. Foundation design assumes 1,500 PSF vertical soil bearing capacity; if existing site conditions do not meet these specifications, the owner must contract with a professional engineer for redesign. All work must comply with the National Electric Code, local regulations, ASTM standards for concrete and reinforcement materials, and standard construction specifications outlined in the detailed drawing notes.
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| File | Type | Posted |
|---|---|---|
| bid_forms.pdf | ||
| special_provisions_and_specifications.pdf |
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Text version
PROJECT NO.:
ISSUE DATE:
© GMA ARCHITECTS
GMA ARCHITECTS
860 West Park Street / Ste 300
Eugene / Oregon / 97401 p 541.344.9157 gma-arch.com
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G000
COVER
FEBRUARY 19, 2026
PROJECT INFORMATION
SUMMARY OF WORK
ARCHITECTURAL
G000 COVER
G001 EXISTING SITE PLAN
D100 DEMOLITION SITE PLAN
A101 SITE PLAN
A102 SITE UTILITY PLAN
A103 SITE IMPROVEMENT PLAN
A104 DETAILS
A105 GATE AND FENCE DETAIL
E100 ELECTRICAL ONE-LINE DIAGRAM
HUT DRAWINGS
EG001 TITLE
EG002 COVER SHEET
E-101 GENERAL ARRANGEMENT - SERVER E-HOUSE
E301 LIGHTING & RECEPTACLE - SERVER E-HOUSE
E801 PANEL SCHEDULE - LP:1 (SERVER E-HOUSE)
SHEET LIST
1. PURCHASE AND INSTALLATION OF A PRE-ORDERED PREFABRICATED
TELECOMMUNICATION ENCLOSURE (“HUT”) AND INSTALLING NEW CHAIN LINK
FENCING AND GATE. CONTRACTOR WILL BE ASSIGNED THE OWNER'S PURCHASE
ORDER FOR THE HUT, AND SHALL BE RESPONSIBLE TO:
a. ACCEPT DELIVERY OF THE HUT,
b. PLACE THE HUT ON THE FOUNDATION CONSTRUCTED BY THE CONTRACTOR IN
THE MANNER APPROVED BY THE MANUFACTURER, SHELTER ONE,
c. SECURE THE HUT TO THE FOUNDATION,
d. CONNECT THE HUT TO POWER AND THE VAULTS, AND
e. PURCHASE THE HUT FROM OLSSON ELECTRIC, INC. UNDER THE TERMS OF THE
PURCHASE ORDER, AND PAY FOR THE DELIVERED HUT IN THE AMOUNT OF
$177,295.
2. SITE PAVING AND FOUNDATION WORK, NEW UTILITY VAULTS IN RIGHT OF WAY,
CONDUITS BETWEEN VAULTS AND HUT, AND ELECTRICAL WORK BETWEEN HUT,
OWNER-INSTALLED GENERATOR, AND EXISTING BUILDING NECESSARY TO
PROVIDE A FULLY INSTALLED AND FUNCTIONAL TELECOMMUNICATIONS
ENCLOSURE.
NEW BUILDING AREA: 220 SF
AREA OF SITE IMPACTED: APPROX. 2,000 SF
SITE ADDRESS
201 S 18TH ST,
SPRINGFIELD, OR 97477
OWNER
CITY OF SPRINGFIELD
225 FIFTH ST, SPRINGFIELD, OR 97477
OWNER REP:
KEITH TESTERMAN
(541) 682-6403
MAP + TAXLOT
1703360000500
ZONING
HEAVY INDUSTRIAL
ARCHITECT
GMA ARCHITECTS
860 W PARK ST #300
EUGENE, OR 97401
(541) 344-9157
POC:
DANIEL P KLUTE, AIA
DPKLUTE@GMA-ARCH.COM
S 18TH ST
ASTER STS A ST
PROJECT SITE
ACCESSIBLE VAN PARKING
VICINITY MAP
NTSA NORTH
LEGEND
STREETLIGHT
UTILITY POLE
FENCE
HANDICAP/CURB CUTS
SIGN
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NOT FOR CONSTRUCTION
TH
S T
S
ASTER ST
SOUTH A ST
N56°27'0"E
279.59'
S0 °2
3' 0"
W
4.
N89°56'30"E 213.79'
S0 °2
3' 0"
W
5.
U
PROJECT NO.:
ISSUE DATE:
© GMA ARCHITECTS
GMA ARCHITECTS
860 West Park Street / Ste 300
Eugene / Oregon / 97401 p 541.344.9157 gma-arch.com
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G001
EXISTING SITE PLAN
FEBRUARY 19, 2026
NORTH
EXISTING SITE PLAN
1/64" = 1'-0"1
PROJECT SITE
EXTENT OF
PROJECT
AREA
PROPERTY LINE
EXISTING BUILDING
210 S 18 ST
7,951 SF
5' SETBACK
5' -0
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© GMA ARCHITECTS
GMA ARCHITECTS
860 West Park Street / Ste 300
Eugene / Oregon / 97401 p 541.344.9157 gma-arch.com
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D100
DEMOLITION SITE
PLAN
FEBRUARY 19, 2026
NORTH
DEMOLITION SITE PLAN
1/16" = 1'-0"1
3216840 2
KEYNOTES
1 SALVAGE PARKING BUMPERS FOR REUSE
DEMOLISH ASPHALT AND CONCRETE
PAVEMENTS AS REQUIRED TO CREATE NEW
FOUNDATION & CONCRETE WALK
HUT FOOTPRINT
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ASTER ST
SOUTH A ST
U
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SSCO
PROJECT NO.:
ISSUE DATE:
© GMA ARCHITECTS
GMA ARCHITECTS
860 West Park Street / Ste 300
Eugene / Oregon / 97401 p 541.344.9157 gma-arch.com
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A101
SITE PLAN
FEBRUARY 19, 2026
PROPERTY LINE
5' SETBACK
EXISTING BUILDING
210 S 18 ST
7,951 SF
NORTHSITE PLAN
1/32"=1'-0"1
5' -0
GA
TE
E N
TR
AN
CE
77'-23 4"
'-0
1 4"
9'-101 4" 9'-0" 9'-0" 9'-0"
'-0
1 NEW PARKING CONFIGURATION
RELOCATED PARKING BUMPERS
6' HIGH CHAIN LINK FENCE AND GATE
4" DEEP CONCRETE WALK ON 6"
COMPACTED GRAVEL
2" ASPHALT PATCH ON 6" COMPACTED GRAVEL
(12" COMPACTED GRAVEL IF IN DRIVING AREA)
NEW UTILITY VAULT IN PUE
LEGEND
ASPHALT
CONCRETE
A105
'-4
BUILDING
ATS
6 6
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SS
MH
SS
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SD
SD
SSCO
PROJECT NO.:
ISSUE DATE:
© GMA ARCHITECTS
GMA ARCHITECTS
860 West Park Street / Ste 300
Eugene / Oregon / 97401 p 541.344.9157 gma-arch.com
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A102
SITE UTILITY PLAN
FEBRUARY 19, 2026
EASEMENT
PROPERTY LINE
NORTHSITE UTILITY PLAN
1/32"=1'-0"1
1 (12) 1.5" Ø HIGH DENSITY POLYETHYLENE (HDPE) CONDUITS W/ MULE TAPE, SIM TO DURALINE 1.5" SDR11
(2) 2" Ø ELECTRIC HDPE CONDUITS, AND (1) 1" Ø HDPE CONDUIT (CONTROLS)
VAULT
BUILDING
ATS
GENSET J BOX
BO
© GMA ARCHITECTS
GMA ARCHITECTS
860 West Park Street / Ste 300
Eugene / Oregon / 97401 p 541.344.9157 gma-arch.com
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A103
FOUNDATION PLAN
FEBRUARY 19, 2026
NORTH
FOUNDATION PLAN
1/2"=1'-0"1
1 1.5" Ø HDPE CONDUIT W/ MULE TAPE, USE 38" Ø
SWEEPS AT DIRECTION CHANGES
2" Ø ELECTRIC CONDUIT W/ CONDUCTORS
(1) 1" LV CONTROL CONDUIT W/ CONDUCTORS
21'-0"
'-0
0 1 2 4
A103
EPOXY ANCHOR, TYPICAL
1. COORDINATE LOCATION OF ELECTRICAL/DATA DUCTS WITH TELECOMMUNICATIONS STRUCTURE
VENDOR.
GENERAL NOTES
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© GMA ARCHITECTS
GMA ARCHITECTS
860 West Park Street / Ste 300
Eugene / Oregon / 97401 p 541.344.9157 gma-arch.com
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A104
DETAILS
FEBRUARY 19, 2026
REINFORCEMENT
PER NOTE 10
EPOXY ANCHOR PER NOTE 11
BEVEL WASHER
CLAMP PLATE
1'-0" MIN.
3" C
LR
2'
-0
M
IN
4"
SLAB REINFORCEMENT
PER NOTE 9
FOUNDATION SECTION
1/2"=1'-0"1 FOOTING DETAIL
1-1/2"=1'-0"2
1. FOUNDATION DESIGN PRESUMES 1500 PSF VERTICAL SOIL BEARING, 100 PSF/FT
LATERAL SOIL BEARING AND A COEFFICIENT OF FRICTION OF 0.25. IF THESE VALUES OR
BETTER DO NOT EXIST AT THE SITE THIS FOUNDATION DESIGN SHALL NOT BE USED AND
THE OWNER SHALL CONTRACT WITH A PROFESSIONAL ENGINEER FOR THE DESIGN OF A
FOUNDATION FOR THE EXISTING SITE CONDITIONS.
2. GRADE BEAMS SHALL EXTEND 24” BELOW GRADE, OR BELOW THE FROST LINE OF THE
LOCALITY, WHICHEVER IS GREATER.
3. CONCRETE SHALL BE NORMALWEIGHT HAVING A MINIMUM COMPRESSIVE STRENGTH
OF 4000 PSI @ 28 DAYS, A MAXIMUM WATER-CEMENTITIOUS RATIO (W/CM) OF 0.45:1, AN
AIR CONTENT OF 6% ± 1.5% AND A MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT
(CI) OF 0.30% BY WEIGHT OF CEMENT.
4. CEMENT SHALL CONFORM TO ASTM C150 TYPE IA OR IIA.
5. AGGREGATE SHALL CONFORM TO ASTM C33 AND HAVE A MAXIMUM NOMINAL
DIAMETER OF 1”.
6. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602.
7. DEFORMED BAR REINFORCEMENT SHALL COMPLY WITH ASTM A615 GRADE 60.
8. WELDED WIRE REINFORCEMENT SHALL COMPLY WITH ASTM A1064.
9.SLAB REINFORCEMENT SHALL BE #4 BARS @ 12” ON-CENTER EACH WAY.
REINFORCEMENT SHALL BE PLACED ABOVE THE MID-DEPTH OF THE SLAB.
10. GRADE BEAM REINFORCEMENT SHALL BE (4) #4 LONGITUDINAL BARS EVENLY
DISTRIBUTED TO TOP AND BOTTOM OF GRADE BEAMS. BARS SHALL BE CONTINUOUS
AROUND CORNERS AND SHALL HAVE A MINIMUM LAP SPLICE LENGTH OF 15”. PROVIDE
3” CLEAR COVER AT BOTTOM AND SIDES AND 2” CLEAR COVER AT TOP OF GRADE BEAMS.
11. ANCHOR BOLTS TO BE SIMPSON STRONG-TIE RFB 58" X 12" WITH STRONG-TIE
SET3G10 EPOXY, OR APPROVED EQUAL. USE A MINIMUM OF TWO ANCHOR BOLTS
EACH SIDE OF SHELTER. THE DISTANCE BETWEEN ANCHORS SHALL NOT EXCEED 8 FT.
A104
NOTES
CONCRETE PER NOTE 3
POST INSTALLED ANCHOR
BOLT EMBEDMENT LENGTH 12"
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© GMA ARCHITECTS
GMA ARCHITECTS
860 West Park Street / Ste 300
Eugene / Oregon / 97401 p 541.344.9157 gma-arch.com
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A105
FENCE & GATE
DETAIL
FEBRUARY 19, 2026
GATE AND FENCE ELEVATION
1/2"=1'-0"1
6' -0
LOCKSET
4" X 6" STEEL PLATE COWLING ON 14" PLATE
TO HIDE INTERIOR LEVER, PLATE OVERLAPS POSTS
A104
GATE AND FENCE SECTION
1/2"=1'-0"2
4' -0
" M
AX
GATE AND FENCE PLAN
1/2"=1'-0"3
6"
1' -0
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© GMA ARCHITECTS
GMA ARCHITECTS
860 West Park Street / Ste 300
Eugene / Oregon / 97401 p 541.344.9157 gma-arch.com
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E100
ELECTRICAL
ONE-LINE DIAGRAM
FEBRUARY 19, 2026
ELECTRICAL ONE-LINE DIAGRAM
NTS1
(E) SE PANEL
800A
240/120
3-PHASE
FROM UTILITY
2" PVC, 3-#3/0, 1-#6, BY GC
ATS
100A 240/120
1-PHASE,
BY HUT
VENDOR
1" PVC,
CONTROLS
BO
2" PVC BO,
3-#3/0 1-#6, BY GC
2 [ 3" EMT, 4-500KCMIL, 1-#1/0G], BY
OTHERS
ATS
800A 240/120
3-PHASE,
BY OTHERS
2 [3" PVC, 4-500KCMIL, 1-#1/0G]
1 [1" PVC, CONTROLS],
BY OTHERS
REUSE EXISTING SERVICE ENTRANCE CONDUCTORS, BY OTHERS
GEN-SET
65KVA
240/120
3-PHASE,
BY OTHERS
200A(2P)
(3P) 800A
200A
2" PVC 1-#6 B.O., 3-#3/0 BY GC
J-BOX AT GENSET,
BO
1. CONDUIT TO J BOX AT GENERATOR, BY GC
2. ELECTRICAL CONDUCTOR TO GENSET & MAIN PANEL IN PW BUILDING BY GENERAL CONTRACTOR (GC)
GENERAL NOTES
J-BOX AT GENSET, BO
HUT
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LOCATION MAPVICINITY MAP
COVER SHEET
PRELIMINARY DRAWINGSPS/RW01.22.26A
26-0027-00 26002700-EG001 RA.dwg
00.00.00
R. WRIGHT
P. SWYGART
EG001
PRELIMINARY
SERVER
E-HOUSE
201 SOUTH 18TH STREET
SPRINGFIELD, OREGON
APPROVED BY:
CHECKED BY:
CAD FILE:
DRAWN BY:
PROJECT NUMBER:
DESIGNED BY:
THIS DOCUMENT, AND THE ASSOCIATED DESIGNS, IS AN
INSTRUMENT OF SERVICES FOR THIS PROJECT AND SHALL
NOT BE USED FOR ANY OTHER PURPOSE WITHOUT
WRITTEN AUTHORIZATION FROM OS ENGINEERING.
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
DRAWING NO.SHEET SIZE
D
REVISIONS
DRAWING STATUS
STAMP
VERIFY SCALES
PROJECT
SHEET TITLE
PROJECT DATE:
PROJECT OWNER:
DESCRIPTIONNO. DATE BY
0 1"
PROJECT NAME:
1919 LAURA STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 393-3345
WWW.OS-ENGR.COM
DRAWINGS LIST:
SHEET TITLE
EG001 COVER SHEET
EG002 NOTES AND LEGENDS
E-101 GENERAL ARRAGEMENT - SERVER E-HOUSE
E-301 LIGHTING & RECEPTACLE - SERVER E-HOUSE
E-801 PANEL SCHEDULE - LP:1 (SERVER E-HOUSE)
SPRINGFIELD, OREGON
201 SOUTH 18TH STREET
SERVER E-HOUSE
LANE COUNTY OF GOVERNMENTS
OREGON
PA
CI
FIC
O
CE
AN
CALIFORNIA
WASHINGTON
ASTORIA
ST. HELENS
TILLAMOOK
SALEM
NEWPORT
ALBANY
PORTLAND
THE DALLES PENDLETON
LA GRANDE
ENTERPRISE
PRINEVILLE
REDMOND
BEND
SISTERS
SPRINGFIELDEUGENE
ROSEBURG
BURNS
VALE
GOLD
BEACH MEDFORD
KLAMATH FALLS LAKEVIEW
ID
AH
O ê
NOTES AND LEGENDS
PRELIMINARY DRAWINGSPS/RW01.22.26A
26-0027-00 26002700-EG002 RA.dwg
00.00.00
R. WRIGHT
P. SWYGART
EG002
PRELIMINARY
SERVER
E-HOUSE
201 SOUTH 18TH STREET
SPRINGFIELD, OREGON
APPROVED BY:
CHECKED BY:
CAD FILE:
DRAWN BY:
PROJECT NUMBER:
DESIGNED BY:
THIS DOCUMENT, AND THE ASSOCIATED DESIGNS, IS AN
INSTRUMENT OF SERVICES FOR THIS PROJECT AND SHALL
NOT BE USED FOR ANY OTHER PURPOSE WITHOUT
WRITTEN AUTHORIZATION FROM OS ENGINEERING.
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
DRAWING NO.SHEET SIZE
D
REVISIONS
DRAWING STATUS
STAMP
VERIFY SCALES
PROJECT
SHEET TITLE
PROJECT DATE:
PROJECT OWNER:
DESCRIPTIONNO. DATE BY
0 1"
PROJECT NAME:
1919 LAURA STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 393-3345
WWW.OS-ENGR.COM
1. CONTRACTOR TO VERIFY AND INSTALL ALL ELECTRICAL EQUIPMENT AND
COMPONENTS IN ACCORDANCE WITH NATIONAL ELECTRIC CODE AND LOCAL
REGULATIONS AND STANDARDS.
2. LEGENDS ARE FOR GENERAL INFORMATION AND MAY NOT BE USED IN ALL
PROJECTS.
3. BUILDING MATERIALS AND STRUCTURE TO BE DESIGNED AND INSTALLED BY
OTHERS. ALL ELECTRICAL EQUIPMENT AND HARDWARE TO BE INSTALLED BY
ELECTRICAL CONTRACTOR.
4. ALL CONDUCTORS TO BE COPPER UNLESS NOTED OTHERWISE.
5. SEPARATELY DERIVED SYSTEMS SHALL BE PROPERLY GROUNDED PER NEC 250.30
(A)(1) THROUGH (A)(8).
GENERAL NOTES:
GROUNDING AND BONDING NOTES:
1. MAIN GROUND GRID CABLES BURIED TO A DEPTH OF NO LESS THAN 24".
2. GROUND WIRE AND GROUND RODS SHALL BE INSTALLED AT LEAST 24" FROM THE
FOUNDATION FOOTERS AND 18" OUTSIDE ROOF DRIPLINES.
3. GROUND RODS ARE NOT TO SCALE.
4. GROUNDING TO BE PLACED IN CONDUIT TRENCH WHEN AVAILABLE.
5. ALL GROUNDING TO BE #4/0 BARE COPPER.
6. ALL STUB UP'S TO BE PLACED IN 1" PVC.
7. GROUND RODS TO HAVE MAXIMUM SEPARATION OF 100' AROUND BUILDINGS.
8. GROUND TEST WELL GROUND RODS TO BE 3/4" X 20' ALL OTHER TO BE 3/4" X 10'.
9. TOP OF GROUND RODS TO BE BURIED 24" MINIMUM BELOW GRADE.
10. ALL ELECTRIC AND COMMUNICATION VAULTS ARE TO BE BONDED TO THE
GROUNDING SYSTEM.
LIGHTING AND RECEPTACLE NOTES:
1. SWITCHES TO BE INSTALLED AT 36" FROM FINISHED FLOOR UNLESS OTHERWISE
NOTED.
2. RECEPTACLES TO BE INSTALLED AT 12-18" FROM FINISHED FLOOR UNLESS
OTHERWISE NOTED.
3. ALL DOWNSTREAM OUTLETS FROM GFCI TO BE WIRED FROM GFCI LOAD TERMINAL
FOR GROUND FAULT PROTECTION.
ABBREVIATIONS:
'CPP' - CLEAN POWER PANEL
'CPT' - CLEAN POWER TRANSFORMER
'DBM' - DETERMINED BY MANUFACTURER
'EL' - EGRESS LIGHTING
'ENPS' - ETHERNET POWER SUPPLY
'ENSW' - ETHERNET SWITCH
'FBO' - FURNISHED BY OTHERS
'LC' - LIGHTING CONTACTOR
'LP' - LIGHTING PANEL
'LT' - LIGHTING TRANSFORMER
'MLO' - MAIN LUG ONLY
'TBD' - TO BE DETERMINED
CABLE AND CONDUIT IDENTIFIERS:
'C' - CONTROL
'DISC' - DISCONNECT WITH 1 N/O AUX CONTACT
'ES' - E-STOP
'J' - JUNCTION BOX
'L' - POWER 120V/208V/240V
'P' - POWER 480V AND 4160V
'U' - UTILITY AND MEDIUM VOLTAGE
'X' - COMMUNICATIONS
THERMAL MAGNETIC CIRCUIT BREAKER, SHOWN WITH RATING AND TRIP
SETTINGS , 'MCP' INDICATES MOTOR CIRCUIT PROTECTOR
ONE-LINE LEGEND:
'X'
DRAWOUT BREAKER SHOWN WITH RATING AND TRIP SETTINGS
GANG OPERATED DISCONNECT SWITCH
DISCONNECT SWITCH
FUSED CUT OUT
FUSE
F
DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
COMBINATION DISCONNECT SWITCH AND MOTOR STARTER
FVR
FVNR
MOTOR STARTER, 'FVR' INDICATES FULL VOLTAGE, REVERSING , SIZE AND
RATINGS AS SPECIFIED ON THE DIAGRAM OR BY MOTOR RATINGS
MOTOR STARTER, 'FVNR' INDICATES FULL VOLTAGE, NON-REVERSING, SIZE
AND RATINGS AS SPECIFIED ON THE DIAGRAM OR BY MOTOR RATINGS
OVERLOAD ELEMENT
SPD
VFD
SS
SURGE PROTECTION DEVICE
VARIABLE FREQUENCY DRIVE
SOFT STARTER
RESISTOR
LINE/LOAD REACTOR
HRG HIGH RESISTANCE GROUNDING SYSTEM
SURGE ARRESTOR
GROUND
CAPACITOR
TRANSFORMER, NUMBER OF PHASES, CONFIGURATION, RATINGS, AND
IMPEDANCE AS INDICATED OR SPECIFIED
VOLTAGE TRANSFORMER
CURRENT TRANSFORMER
ZERO SEQUENCE CURRENT TRANSFORMER
HP
XX MOTOR, HORSEPOWER AS INDICATED
WELDING OR SPECIAL PURPOSE RECEPTACLE
BACKUP GENERATOR
CONSTANT VOLTAGE TRANSFORMER
R RECLOSER
TRANSFER SWITCH
'X'
METER, 'PM' INDICATES MULTI-FUNCTION POWER METER, 'V' INDICATES
VOLT METER, 'A' INDICATES AMP METER, 'AF' INDICATES ARC FLASH
PROTECTION , 'PR' INDICATES MULTI FUNCTION POWER RELAY
UNDERGROUND CABLE TERMINATION
OVERHEAD CABLE TERMINATION
EQUIPMENT OUTLINE
GROUNDING TEST WELL ROD
GROUNDING LEGEND:
G
GROUNDING ROD
PIG TAIL
CABLE TO CABLE CONNECTION
UFER CONNECTION
GROUND BAR
CONDUIT STUB-UP
G BARE COPPER GROUND CABLE
UNDERGROUND CONDUIT
CONDUIT STUB-UP
OVERHEAD CONDUIT
CONDUIT LEGEND:
LIGHTING LEGEND:
S X Y
OS
BRANCH CIRCUIT ARROW INDICATES HOME RUN, SHORT TICK INDICATES
PHASE CONDUCTORS, LONG TICKS INDICATE NEUTRAL CONDUCTORS.
2' X 4' RECESSED LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
2' X 2' RECESSED LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
1' X 4' RECESSED LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
1' X 2' RECESSED LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
4' RECESSED LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
2' RECESSED LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
X" RECESSED CAN LIGHT
2' X 4' FLUSH MOUNT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
2' X 2' FLUSH MOUNT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
1' X 4' FLUSH MOUNT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
1' X 2' FLUSH MOUNT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
4' FLUSH MOUNT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
2' FLUSH MOUNT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
2' X 4' PENDANT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
2' X 2' PENDANT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
1' X 4' PENDANT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
1' X 2' PENDANT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
4' PENDANT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
2' PENDANT LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
HI-BAY LIGHT FIXTURE, HATCHING INDICATES EMERGENCY
CEILING MOUNTED EXIT SIGN, DIRECTION OF ILLUMINATION NOTED BY
SHADED AREA, DIRECTION INDICATED BY ARROWS
WALL MOUNTED EXIT SIGN, DIRECTION OF ILLUMINATION NOTED BY
SHADED AREA, DIRECTION INDICATED BY ARROWS
WALL MOUNTED DOUBLE BUG EYE EMERGENCY LIGHT FIXTURE
EXTERIOR WALL PACK LIGHT FIXTURE
EXTERIOR FLOOD LIGHT FIXTURE
PC
OCCUPANCY SENSOR
PHOTO CELL SENSOR
WALL MOUNTED SWITCH, 2 INDICATES 2 POLE, 3 INDICATES 3 POLE, O
INDICATES OCCUPANCY SENSOR, D INDICATES DIMMER
J X
JUNCTION BOX
RECEPTACLE LEGEND:
SINGLE WALL RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
DUPLEX WALL RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
TRIPLEX WALL RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
QUADRUPLEX WALL RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
DUPLEX FLOOR RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
QUADRUPLEX FLOOR RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
SPECIAL PURPOSE OUTLET
MULTI WALL OUTLET ASSEMBLY, 'X' INDICATES LENGTH OF ASSEMBLY
IN INCHES
BRANCH CIRCUIT ARROW INDICATES HOME RUN, SHORT TICK INDICATES
PHASE CONDUCTORS, LONG TICKS INDICATE NEUTRAL CONDUCTORS.
J X
JUNCTION BOX
WALL MOUNTED VOICE AND DATA PORT, 'X' INDICATES NUMBER OF
PORTS
WALL MOUNTED DATA PORT, 'X' INDICATES NUMBER OF PORTS
WALL MOUNTED VOICE PORT, 'X' INDICATES NUMBER OF PORTS
FLOOR MOUNTED VOICE AND DATA PORT, 'X' INDICATES NUMBER OF
PORTS
FLOOR MOUNTED DATA PORT, 'X' INDICATES NUMBER OF PORTS
FLOOR MOUNTED VOICE PORT, 'X' INDICATES NUMBER OF PORTS
CEILING DROP VOICE AND DATA PORT, 'X' INDICATES NUMBER OF PORTS
CEILING DROP DATA PORT, 'X' INDICATES NUMBER OF PORTS
CEILING DROP VOICE PORT, 'X' INDICATES NUMBER OF PORTS
DUPLEX FLOOR RECEPTACLE / VOICE AND DATA FLOOR PORT, 'X'
INDICATES NUMBER OF PORTS
X
X
X
X
X
X
X
X
X
X
MEDIUM VOLTAGE RACK OUT POWER BREAKER
GENERAL ARRANGEMENT LEGEND:
STORAGE AREA
WORKING CLEARANCE
GROUNDING CONNECTION TO EQUIPMENT
BOLLARD
REMOVABLE BOLLARD
OVERHEAD LINEOH
VOLTAGE REGULATOR
EGRESS PATH
CONDUIT DOWN
CONDUIT UP
CONDUIT CAP
WIRELESS ACCESS POINT
LOW-VOLTAGE AND SECURITY LEGEND:
CARD READER
SECURITY CAMERA
WAP
X
X
X
X
X
X
X
X
SINGLE CEILING RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
DUPLEX CEILING RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
TRIPLEX CEILING RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
QUADRUPLEX CEILING RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
X
CCTV
CR
X
X
X
TAG
SINGLE FLOOR RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
TRIPLEX FLOOR RECEPTACLE OUTLET, \ INDICATES INDEPENDENTLY
CONTROLLED, 'GFCI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER, 'GFP'
INDICATES GROUND FAULT PROTECTED, 'WP' INDICATES WEATHER PROOF
X SPECIAL PURPOSE CEILING OUTLET
PIN AND SLEEVE PLUG
ATS LP:1 (SERVER E-HOUSE)
SERVER RACK (TYP OF 5)
23" UNIVERSAL RACK FOR
DC POWER SYSTEM/
BATTERIES
(8) 4" C
STUBUPS
12" CABLE TRAY
'-0
20'-0"
5" 1'-8" 8" 1'-2 1/4"
1'-3"
2' -0
/4
3'
-8
/8
2'-5 1/2" (TYP) 2" (TYP)
3' -6
/8
TY
P) 3'
-0
4'-7 1/8" 2'-7 3/8"
GENERAL ARRAGEMENT -
SERVER E-HOUSE
PRELIMINARY DRAWINGSPS/RW01.22.26A
26-0027-00 26002700-E-101 RA.dwg
00.00.00
R. WRIGHT
P. SWYGART
E-101
PRELIMINARY
SERVER
E-HOUSE
201 SOUTH 18TH STREET
SPRINGFIELD, OREGON
1919 LAURA STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 393-3345
WWW.OS-ENGR.COM
APPROVED BY:
CHECKED BY:
CAD FILE:
DRAWN BY:
PROJECT NUMBER:
DESIGNED BY:
THIS DOCUMENT, AND THE ASSOCIATED DESIGNS, IS AN
INSTRUMENT OF SERVICES FOR THIS PROJECT AND SHALL
NOT BE USED FOR ANY OTHER PURPOSE WITHOUT
WRITTEN AUTHORIZATION FROM OS ENGINEERING.
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
DRAWING NO.SHEET SIZE
D
REVISIONS
DRAWING STATUS
STAMP
VERIFY SCALES
PROJECT
SHEET TITLE
PROJECT DATE:
PROJECT OWNER:
DESCRIPTIONNO. DATE BY
0 1"
PROJECT NAME:
1919 LAURA STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 393-3345
WWW.OS-ENGR.COM
GENERAL ARRANGEMENT - SERVER E-HOUSE
0 1' 2' 3'SCALE: 3/4" = 1'-0"A1
EQUIPMENT BOM:
15A
15A
15A
15A
20A
S
(8) 4" C
STUBUPSPIN AND SLEEVE PLUG
ATS LP:1 PANEL
SERVER RACK (TYP OF 5)
23" RACK FOR DC POWER
SYSTEM/ BATTERIES
(8) 4" C
STUBUPS
12" CABLE TRAY
1 2
LIGHTING & RECEPTACLE -
SERVER E-HOUSE
PRELIMINARY DRAWINGSPS/RW01.22.26A
26-0027-00 26002700-E-301 RA.dwg
00.00.00
R. WRIGHT
P. SWYGART
E-301
PRELIMINARY
SERVER
E-HOUSE
201 SOUTH 18TH STREET
SPRINGFIELD, OREGON
1919 LAURA STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 393-3345
WWW.OS-ENGR.COM
APPROVED BY:
CHECKED BY:
CAD FILE:
DRAWN BY:
PROJECT NUMBER:
DESIGNED BY:
THIS DOCUMENT, AND THE ASSOCIATED DESIGNS, IS AN
INSTRUMENT OF SERVICES FOR THIS PROJECT AND SHALL
NOT BE USED FOR ANY OTHER PURPOSE WITHOUT
WRITTEN AUTHORIZATION FROM OS ENGINEERING.
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
DRAWING NO.SHEET SIZE
D
REVISIONS
DRAWING STATUS
STAMP
VERIFY SCALES
PROJECT
SHEET TITLE
PROJECT DATE:
PROJECT OWNER:
DESCRIPTIONNO. DATE BY
0 1"
PROJECT NAME:
1919 LAURA STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 393-3345
WWW.OS-ENGR.COM
LIGHTING AND RECEPTACLE LAYOUT - SERVER E-HOUSE
0 1' 2' 3'SCALE: 3/4" = 1'-0"A1
LIGHTING BOM:
PANEL SCHEDULE - LP:1
(SERVER E-HOUSE)
PRELIMINARY DRAWINGSPS/RW01.22.26A
26-0027-00 26002700-E-801 RA.dwg
00.00.00
R. WRIGHT
P. SWYGART
E-801
PRELIMINARY
SERVER
E-HOUSE
201 SOUTH 18TH STREET
SPRINGFIELD, OREGON
1919 LAURA STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 393-3345
WWW.OS-ENGR.COM
APPROVED BY:
CHECKED BY:
CAD FILE:
DRAWN BY:
PROJECT NUMBER:
DESIGNED BY:
THIS DOCUMENT, AND THE ASSOCIATED DESIGNS, IS AN
INSTRUMENT OF SERVICES FOR THIS PROJECT AND SHALL
NOT BE USED FOR ANY OTHER PURPOSE WITHOUT
WRITTEN AUTHORIZATION FROM OS ENGINEERING.
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
DRAWING NO.SHEET SIZE
D
REVISIONS
DRAWING STATUS
STAMP
VERIFY SCALES
PROJECT
SHEET TITLE
PROJECT DATE:
PROJECT OWNER:
DESCRIPTIONNO. DATE BY
0 1"
PROJECT NAME:
1919 LAURA STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 393-3345
WWW.OS-ENGR.COM
File details come from the government source that posted it. Updated .