HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/15/2023LEGAL DESCRIPTION:
N/A
VICINITY MAP
o - Lebanon
0
Sweet Home
Junction City
McKenzie.
Bridge
Ell
geneopringfield
SITE LOCATION
0
Cottage Grove
`?o gle
DRIVING DIRECTIONS:
FROM LOCAL T—MOBILE PORTLAND OFFICE:
Oakridge
0
data
SITE NUMBER:
P004028A
SITE NAME:
SPRINGFIELD CENTRAL
SITE LOCATION:
2037 LAURA ST.
SPRINGFIELD, OR 97477
P004028A-GEN ADD
UTILITY COMPANIES: PROJECT CONTACT LIST:
POWER:
SPRINGFIELD UTILITY BOARD
PHONE: 541-746-8451
BACKHAUL/AAV:
N/A
PHONE: N/A
LOCATION MAP
HarlOva Rd Hayden Bridge Way
0
a
CD
ro_
Fred Meyer
All
S1 SITE LOCATION
26
Q St
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-a
0
F
Go le W Centennial BlvdMap
HEAD SOUTH ON SW BROADWAY TOWARD SW ALDER ST. 0.2 MI. TURN MONT ONTO SW TAYLOR ST. 0.3 MI. USE THE LEFT LANE TO TAKE THE RAMP OMO 1-405 S. 0.5 MI. MERGE ONTO 1-405 S. 0.8 MI. TAKE THE EXT ON THE LEFT ONTO 1-5 S TOWARD
SALEM/NNTo PKWY, 105 MI. TAKE EXT 195 FOR OR-569/RANDY PAPE BELTINE TOWARD AIRPORT/SPRINGFIELD/EUGENE, 0.2 MI. KEEP LEFT, FOLLOW SIGNS FOR BELTUNE ROAD/SPRINGFIELD/GATEWAY MALL, 0.1 MI. TURN LEFT ONTO OR -599 E/RANDY PAPE
BELTUNE, 0.4 MI. CONTINUE ONTO BELTUNE RD, 0.4 MI. CONTINUE ONTO MARTIN LUIHER KING JR PKWY, 0.9 MI. SLIGHT RIGHT TOWARD HAYDEN BRIDGE WAY, 269 FT. TURN RIGHT ONTO HAYDEN BRIDGE WAY, 0.1 MI. TURN LEFT AT THE 1ST CROSS STREET ONTO
GAME FARM RD. 1T7 FT. CONTINUE ONTO LAURA ST. 0.4 MI. TURN LEFT. DESnNQION WILL BE IN FRONT OF YOU.
APPLICANT:
T—MOBILE USA, INC.
830 NE HOLLADAY ST.
PORTLAND, OR 97232
CONTACT: JAKE WARREN
JACOB. WARR EN44OT—M 0 BI LE. COM
PHONE: 918-361-9516
JnkZaill301rGf043l
P. MARSHALL & ASSOCIATES, LLC.
6801 PORTWEST DR., #100
HOUSTON, TX 77024
PROJECT ENGINEER:
CHAD WILHOIT, P.E.
CWILHOITOPMASS.COM
PROJECT MANAGER:
REESE MINOGUE
RMINOGUEOPMASS.COM
PROJECT INFORMATION:
PROPERTY OWNER:
JOHN H HYLAND SURVIVOR'S TRUST
PO BOX 7867
SPRINGFIELD, OREGON 97475
PERMITTING:
SYNERGY ADVANTAGE ENGINEERS
3363 N. LAUGHLIN, #201
SANTA ROSA, CA 95403
CONTACT: SHANAE JUNG
SJUNGOSYNERGY.CC
PHONE: 503-954-5229
CONSTRUCTION MANAGER:
SYNERGY ADVANTAGE ENGINEERS
3363 N. LAUGHLIN, #201
SANTA ROSA, CA 95403
CONTACT: GRANT CHAFFIN
GCHAFFIN®SYNERGY.CC
PHONE: 209-304-6424
CODE INFORMATION:
ZONING CLASSIFICATION: MIXED USE LMI & CC
BUILDING CODE: 2019 OSSC/2018 IBC, 2019 OMSC/2018
IMC, 2017 OESC/2017 NEC
CONSTRUCTION TYPE: IIB
OCCUPANCY: U,S-2
JURISDICTION: CITY OF SPRINGFIELD
PROPOSED BUILDING USE: UNMANNED TELECOM
SITE LOCATION (NAll
LATITUDE:
44' 03'
55.4"N
(44.065389')
LONGITUDE:
123' 01'
39.0"W
(-123.027500')
TOP OF STRUCTURE:
597'-5"
AMSL
148'-11" AGL
BASE OF STRUCTURE:
448'-6"
AMSL
0.0' AGL
STRUCTURE TYPE:
MONOPOLE
A-4
DRAWING INDEX:
SH #
SHEET DESCRIPTION
TITLE SHEET / PROJECT INFORMATION
GENERAL NOTES
OVERALL PROPERTY PLAN
OVERALL SITE PLAN
ENLARGED EQUIPMENT PLAN
EQUIPMENT ELEVATIONS
EQUIPMENT DETAILS
EQUIPMENT DETAILS
EQUIPMENT DETAILS
EQUIPMENT DETAILS
ELECTRICAL SITE PLAN
ELECTRICAL ONE LINE DIAGRAM
ELECTRICAL DETAILS
ELECTRICAL DETAILS
REV
0
PROJECT LEASE AREA:
N/A
T-1
GN -1
0
Z-1
0
THE ADDITION OF:
0
0
0
0
0
0
0
A-1
A-2
A-3
A-4
A-5
A-6
A-7
G-1
G-2
0 SF
0
0
0
G-3
G-4
0
GALLON TANK ON PROPOSED 4'-0"X9'-0" CONCRETE
ZONING:
DEVELOPMENT MANAGER:GENERATOR
GENERAL INFORMATION:
PAD.
Know what's BELOW.
ADD NEW 200A ATS ON T—MOBILE EXISTING H—FRAME.
CONSTRUCTION MANAGER:
REGULATORY:
COII before you dig.
PARKING REQUIREMENTS ARE UNCHANGED
0 ADD NEW FIRE EXTINGUISHER AND SITE SIGNAGE.
CONSTRUCTION MANAGER:
PROJECT DESCRIPTION:
T—MOBILE PROPOSES (PER RFDS P004028A—GEN ADD) TO MODIFY AN
EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH:
THE REMOVAL OF:
• REMOVE CAM LOK GENERATOR CONNECTION
REVIEWERS SHALL CLEARLY PLACE
INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
DATE: SIGNATURE: APPROVED BY: DATE: SIGNATURE:
REV
PROJECT LEASE AREA:
N/A
PARCEL NUMBER:
1703271002200
APPROVED BY:
NEW IMPERVIOUS AREA:
AREA OF PARCEL:
THE ADDITION OF:
PROJECT MANAGER:
RF ENGINEER:
V
0 SF
1.43 ACRES
ADD NEW 48KW GENERAC DIESEL GENERATOR WITH 240
SITE ACQUISTION:
OPERATIONS MANAGER:
GALLON TANK ON PROPOSED 4'-0"X9'-0" CONCRETE
ZONING:
DEVELOPMENT MANAGER:GENERATOR
GENERAL INFORMATION:
PAD.
Know what's BELOW.
ADD NEW 200A ATS ON T—MOBILE EXISTING H—FRAME.
CONSTRUCTION MANAGER:
REGULATORY:
COII before you dig.
PARKING REQUIREMENTS ARE UNCHANGED
0 ADD NEW FIRE EXTINGUISHER AND SITE SIGNAGE.
CONSTRUCTION MANAGER:
www.call8ll.com
TRAFFIC IS UNAFFECTED
SIGNAGE IS PROPOSED
• PLANS PREPARED FOR: IIIIIIIII
T 0 •Mobileo
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:�
P1
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
y Syner94
mw rnn u��n.
ENGINEERING SEAL:
= DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T—MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T—MOBILE.
KLVISIUNJ:
DESCRIPTION DATE
REV. PRELIMINARY 08/19/2022
FINALS 09/06/2022
BY
REV
MKL
MKL
B
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
TITLE SHEET
SHEET NUMBER: iiiiiiiii
T-1
GENERAL CONSTRUCTION NOTES
1. ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE (LATEST EDITION), AND ALL
OTHER APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE JURISDICTION.
2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND THE CARRIER
INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). SPECIFICATIONS ARE THE
RULING DOCUMENTS, AND ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS
SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD (EOR) PRIOR TO PROCEEDING WITH
CONSTRUCTION.
3. THE DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE
ONLY, UNLESS OTHERWISE NOTED. THE WORKSHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND
APPURTENANCES, AND LABOR NECESSARYTO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING
THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS
INCLUDING DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN IN THE
DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION, IS REQUIRED. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE EOR PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION
WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS.
5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS
REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, AND SHOULD THERE BE ANY
QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK.
6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB
DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION
TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE
CONTRACT DOCUMENTS.
8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND
ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK
UNDER CONTRACT, UNLESS OTHERWISE NOTED.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND
BUILDING OCCUPANTS THAT ARE LIKELYTO BE AFFECTED BYTHE WORK UNDER THIS CONTRACT. WORK
SHALL CONFORM TO ALL OSHA REQUIREMENTS.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND
SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY
RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK.
12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR
REGULATIONS TAKE PRECEDENCE.
13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC.
AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION.
14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR
PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD
THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES
(UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND
THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT.
15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND
BLEND IN WITH ADJACENT SURFACES.
16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS.
17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT
NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN
CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR
SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION.
18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS
RECOMMENDATIONS.
19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED
AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF
THE ENGINEER.
20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR
STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL
REGULATORY AUTHORITIES.
21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES
REPRESENTTHE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING
CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT
DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.
22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE
ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY
COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION
AUTHORITIES.
23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE VALUES
SHOWN IN THESE DRAWINGS AND NOTIFY THE E.O.R. IF ANY DISCREPANCIES ARE FOUND. ALL ELEMENTS OF
EXISTING STRUCTURE TO REMAIN UNDISTURBED, U.N.O.
SITE WORK NOTES
1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED.
2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING.
3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY
NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO
ARCHITECT/ENGINEER AT COMPLETION OF PROJECT.
4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN
PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY
WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE
MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION.
CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO
WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES.
5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START
OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE
IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO
FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE
ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED
AT HIS/HER OWN RISK AND EXPENSE.
6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF
CONSTRUCTION.
7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION
SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.
8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO
EXISTING GRADES AT THE GRADING LIMITS.
9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE
PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS.
10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 9597. OF MAXIMUM STANDARD
PROCTOR DRY DENSITY.
11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH
APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY.
12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE
PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE.
13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE
PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER.
14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH,
WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING
OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR.
15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE
PROTECTED BY THE GENERAL CONTRACTOR.
16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY
COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS
LOCATION.
STRUCTURAL STEEL NOTES
1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL
OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS
INDICATED BELOW:
W -SHAPES: ASTM A992,50 KSI
ANGLES, BARS, CHANNELS, PLATES: ASTM A36, 36 KSI
HSS SECTIONS: ASTM 500, 46 KSI
PIPE SECTIONS: ASTM A53-13, 35 KSI
2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL
CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE
PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL
BE TOUCHED UP. ALL WELDING SHALL BE PERFORMED IN AN APPROVED SHOP.
4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325. HOLES TO BE 1/161, DIA.
LARGER THAN BOLT, U.N.O.
5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"O ASTM A 307 BOLTS
UNLESS NOTED OTHERWISE.
6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT.
7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURER'S
RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER. LOCATE AND AVOID CUTTING
EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR
CONCRETE WALLS.
8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICC &
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. THIRD PARTY SPECIAL
INSPECTION IS REQUIRED FOR CONCRETE EXPANSION ANCHORS (I.E. SIMPSON
STRONG -BOLT 2 WEDGE ANCHORS PER ESR -3037). INSTALLATION OF WEDGE ANCHORS IN
MASONRY IS NOT PERMITTED.
SPECIAL INSPECTION NOTES
1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT
INSPECTOR, APPROVED BY CARRIER AND THE LOCAL JURISDICTION, AS REQUIRED BY IBC SECTION 1704 AND
1705 FOR THE FOLLOWING:
A. STRUCTURAL STEEL:
I. ALL HIGH STRENGTH BOLT INSTALLATIONS; BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH
TABLES N5.6-1, N5.6-2, AND N5.6-3 PER AISC 360-10.
ii. FIELD WELDING (IF UTILIZED).
B. BOLTS AND ANCHORS IN CONCRETE:
I. RETROFIT ANCHORS IN CONCRETE (ASHESIVE/EPDXY, EXPANSION, WEDGE, OR SCREW TYPE ANCHORS):
INSPECT SIZE, LENGTH, CLEANLINESS, AND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.
C. CONCRETE CONSTRUCTION:
I. VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC
SECTION 1705, TABLE 1705.3.
2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH
CONTRACT DOCUMENTS.
3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER, ARCHITECT, STRUCTURAL
ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL.
SIGNAGE REQUIREMENTS
FOR FUEL & OTHER
ENVIRONMENTAL
EMERGENCIES
CALL EH&S
1-800-566-9347
(1-800-KNOW-EHS)
0
PLACE ON (2) VISIBLE SIDES OF
NEW GENERATOR TANK
11" X 11"SIGN
DANGER
FLAMMABLE
LIQUIDS
DIESEL FUEL
240 GALLONS
PLACE ON (2) VISIBLE SIDES OF
NEW GENERATOR TANK
IS'X 12" SIGN
DIESEL FUEL
NO SMOKING
NO OPEN FLAME
PLACE ON VISIBLE SIDE OF
NEW GENERATOR TANK
10" X 7" SIGN
EMERGENCY CONTACTS
T-MOBILECONTACT: NAME
PHONE#: (XXX) XXX-XXXX
SITE OWNER CONTACT: NAME
PHONE#: (XXX) XXX-XXXX
PLACE ON EXTERIOR OF EXISTING SHELTER
OR NEAR EXISTING T -MOBILE LEASE AREA
5"X3"SIGN
PLACE ON (2) VISIBLE SIDES OF
NEW GENERATOR TANK
18"XIS'S IGN
CONTRACTOR TO PROVIDE
REQUIRED SIGNAGE FOR ELECTRICAL
PANELS, DISCONNECTS, TRANSFER
SWITCHES, ETC. PER NATIONAL
ELECTRIC CODE ARTICLE 700.7
REQUIRED LABELING & SIGNAGE
• PLANS PREPARED FOR:
m •Mobilem
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
D 00
P
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
� SVnergV
mw rnn u��n.
ENGINEERING SEAL:
- DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
KtVISIUNJ:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FINALS
09/06/2022
MKL
0
SRE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
GENERAL NOTES
SHEET NUMBER:
GN -1
SITE PLAN DISCLAIMER:
PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM
PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS
NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO
CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED
ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN &
EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF
PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF
CONSTRUCTION, CONTACT T -MOBILE CM.
il
I
I
I
I
I
101
I
I
I
I
APPROXIMATE LOCATION OF PROPERTY LINE
2
SEE SHEET A -I FOR SITE PLAN
(E) TOWER
COMPOUND
(E) 148'-1 U
MONOPOLE
T0ATR
API I P-,eCLL _0`2- 002200
-01IIIIC,EDL CL E1 CC
`gppR0=1MATE LOCATION OFQF phOJ
GENERAL NOTES
1. SITE PLAN SHOWN WAS TAKEN FROM SURVEY
INFORMATION PROVIDED BY N/A. CONTRACTOR
TO VERIFY ALL EXISTING INFORMATION IS
INDICATED ON SITE PLAN. CONTRACTOR IS TO
ESTABLISH THE EXISTENCE AND LOCATION OF ALL
EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. IMMEDIATELY NOTIFY THE CONSTRUCTIOI`
MANAGER OF ANY DISCREPANCIES.
2. PARCEL DATA SHOWN WAS TAKEN FROM
INFORMATION PROVIDED BY GOOGLE PARLAY,
PROPERTY INFORMATION RESEARCH WEB SITE.
3. NO WETLANDS EXISTING ON-SITE
4. ALL CONSTRUCTION ACTIVITY MUST BE IN
ACCORDANCE WITH THE ACCEPTED POLICIES BY
STATE CODE.
SITE PLAN NOTES
1. ACCESS TO PROPOSED WORK SITE MAY BE
RESTRICTED. THE CONTRACTOR SHALL
COORDINATE INTENDED CONSTRUCTION
ACTIVITY, INCLUDING WORK SCHEDULE AND
MATERIALS ACCESS WITH THE LEASING AGENT
FOR APPROVAL.
2. CONTRACTOR SHALL HAVE PRESENT ON SITE
CURRENT CARRIER SUPPLIED INFORMATION
PRIOR TO COMMENCE OF WORK; IE. RFDS,
DESIGN DOCUMENTS SPECIFIC TO SITE AND
CONFIGURATION. NOTIFY CONSTRUCTION
MANAGER OF ANY DISCREPANCY PRIOR TO
ARRIVAL AT SITE.
3. ALL DAMAGE TO EXISTING UNDERGROUND,
OVERHEAD OBSTACLES AND/OR EXISTING
EQUIPMENT, PAD OR SHELTERS SHALL BE
REPLACED BACK TO FULL ORIGINAL OR BETTER
CONDITION & SHALL MATCH EXISTING
CONDITIONS BY REPAIRS AT GENERAL
CONTRACTOR EXPENSE.
4. THE EXISTING TREES AND VEGETATION ARE
SUFFICIENT TO PROVIDE THE REQUIRED
SCREENING OFTHE ENCLOSURE PER LOCAL
ORDINANCE. IF THE VEGETATION IS REMOVED
OR DAMAGED DURING THE CONSTRUCTION
PROCESS, NEW LANDSCAPING/ SCREENING
WILL BE INSTALLED TO MEET LOCAL
ORDINANCE REQUIREMENTS. COORDINATE
WITH LL ON APPROPRIATE REPLACEMENTS AS
NECESSARY.
OVERALL PROPERTY PLAN
• PLANS PREPARED FOR:
• : 0 •Mobile or
1
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
� Synergy
mw rnn u��n.
ENGINEERING SEAL:
— DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T—MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T—MOBILE.
LVISIUNb:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FINALS
F
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F PM&A PROJECT:
22_T2M-027
L
EET DESCRIPTION:
OVERALL PROPERTY
PLAN
SHEET NUMBER:
Z-1
SITE PLAN DISCLAIMER:
PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM
PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS
NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO
CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED
ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN &
EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF
PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF
CONSTRUCTION, CONTACT T -MOBILE CM.
DECOMMISSION OF WORK:
• REMOVE CAM LOK GENERATOR CONNECTION
GROUND SCOPE OF WORK:
• ADD NEW 48KW GENERAC DIESEL GENERATOR WITH 240
GALLON TANK ON PROPOSED 4' -0'X9' -d' CONCRETE
GENERATOR PAD. ADD SIGNAGE.
• ADD NEW 200A ATS, FIRE EXTINGUISHER ON EXISTING H -FRAME.
(E) UTILITY COVER
(E) COMPOUND
ACCESS GATE
(E) UTILITY COVER
(E) COMPOUND
ACCESS GATE
7X
x
F X
(E) CARRIER
ICE BRIDGE
A-3 1
(E) 148'-11..
MONOPOLE
TOWER
(E) TOWER e�
FOUNDATION
PAD (TYP.I
1
0 0
1
1 I
I
1
1
�I
- -
X X X
(E) CARRIER —
ICE BRIDGE
A-3 1
(E) 148'-11..
MONOPOLE
TOWER
(E) TOWER
FOUNDATION
PAD (TYP.I
1
1
1 I
I
1
1
,(PI T -MOBILE)
1 GENERATOR AREA
X X X
X X
�x
1
1
1 Ix
1
1 1
1
1 x
1 (E) CARRIER (E) CHAIN-LINK
EQUIPMENT PAD I FENCED COMPOUND
1
1 (E) 15FT X 25FT
LEASE AREA
(E) 15FT X 15FT
— LEASE AREA (TYP.)
(E) T -MOBILE
ICE BRIDGE
(UIP MNT PADLE ', RX1d -2
EQUIPMENT PAD, REF: A-2
1
T -MOBILE
UTILITY FRAME yc
I
(EI T-MOBI��
UTILITY METER
X —
X
(E) MUNI -TENANT
UTILITY FRAME
EXISTING OVERALL SITE PLAN
/16
4'
X X
1
1
1 Ix
1
1 1
1 x
1 (E) CARRIER (E) CHAIN-LINK
EQUIPMENT PAD 1 FENCED COMPOUND
1
1 (E) 15FT X 25FT
LEASE AREA
(E) 15FT X 15FT
LEASE AREA (TYP.)
(E) T -MOBILE
ICE BRIDGE
(UIP MNT PADLE ', RX1d -2
EQUIPMENT PAD, REF: A-2
(E)� BILEI 1
UTILITY FRAME yc
I
X- X
(E) T -MOBILE
UTILITY METER
X -
X
(E) MUNI -TENANT
UTILITY FRAME
PROPOSED OVERALL SITE PLAN
EEi
2
PLANS PREPARED FOR:
0 m m •Mobile :
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
� Synergy
mw rnn u��n.
ENGINEERING SEAL:
- DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
XtVISIUNJ:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FlNALS
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F
PM&A PROJECT PROJECT:
22_T2M-027
SHEET DESCRIPTION:
OVERALL SITE PLAN
SHEET NUMBER:
A-1
SITE PLAN DISCLAIMER:
DATE
BY
REV
REV. PRELIMINARY
1
MKL
B
PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM
09/06/2022
MKL
0
PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS
X
NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO
(E) T -MOBILE ICE BRIDGE
CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED
(HATCH NOT SHOWN FOR CLARITY)
ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN &
EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF
(E) T -MOBILE
PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF
UTILITY FRAME
(E) T -MOBILE
CONSTRUCTION, CONTACT T -MOBILE CM.
LB3 CABINET
X
(E) T -MOBILE CAM LOK
TO BE REMOVED
(E) T -MOBILE
SERVICE LIGHT
(E) T -MOBILE
HPL3 CABINET
X
(E) T -MOBILE
(E) CHAIN-LINK
200A PPC PANEL
COM
FENCED COMPOUND
(E) T -MOBILE ICE
BRIDGE POST (TYP.)
X
(E) T -MOBILE
TELCO CABINET
(E) T -MOBILE
(E) T -MOBILE 8'-0'XI O'-0"
X
GPS ANTENNA
(E) T -MOBILE
EQUIPMENT PAD
OVP (TYP.)
(E) MUNI -TENANT
UTILITY FRAME
X
(E) T -MOBILE
UTILITY METER
DECOMMISSION OF WORK:
X
• REMOVE CAM LOK GENERATOR CONNECTION
- x
x
x x x x x
x x
x x
x
N
EXISTING
ENLARGED EQUIPMENT
PLAN
1
1/2"= 1 '-0" (FULL SIZE)
2' 1
0 2' 1/4"=1'-O (11x17)
GROUND SCOPE OF WORK:
1
• ADD NEW 48KW GENERAC DIESEL GENERATOR WITH 240
(E) T -MOBILE ICE BRIDGE
X
GALLON TANK ON PROPOSED 4'-0'X9'-0' CONCRETE
(HATCH NOT SHOWN FOR CLARITY)
GENERATOR PAD. ADD SIGNAGE.
(P) T -MOBILE FIRE
• ADD NEW 200A ATS, FIRE EXTINGUISHER ON EXISTING H -FRAME.
EQINGUISHER IN
WEATHERPROOF
ENCLOSURE
(E) T -MOBILE
LB3 CABINET
(P) T -MOBILE 200A ATS,
MOUNTED TO EXISTING H -FRAME.
X
(FIELD VERIFY FOR 3FT FROM
CLEARANCE)
(E) T -MOBILE
SERVICE LIGHT
(E) T -MOBILE
(E) T -MOBILE
200A PPC PANEL
HPL3 CABINET
X
(E) CHAIN-LINK
(P) T -MOBILE GENERATOR
3-0" WORKING CLEARANCE (E) T -MOBILE
FENCED COMPOUND
TELCO CABINET
(E) T -MOBILE ICE
BRIDGE POST (TYP.)
14-7
••
X
(E) T -MOBLE
(E) T -MOBILE 8'-0'XI O'-0"
°
GPS ANTENNA
(E) T -MOBILE
EQUIPMENT PAD
X
OVP (TYP.)
(E) MUNI -TENANT
O O
(E) T -MOBILE
UTILITY FRAME
UTILITY FRAME
ti ti
0
(P) T -MOBILE GENERAC 48KW (P) T -MOBILE 4'-0'X9-0"
- -
GENERATOR WITH 240 GALLON CONCRETE GENERATOR PAD
N
DIESEL FUEL TANK
0
X
(E) T -MOBILE
UTILITY METER
4
X
16'-2'4
1
XX
x x x x
x x
x x
x
N
3'4
8'-7'4 3'4
18'-I I'4
PROPOSED
ENLARGED EQUIPMENT
PLAN
2
1/2"=l' -O" (FULL SIZE)
2' 1'
0 2' 1/4"=1'-0" (11x17)
PLANS PREPARED FOR:
0 m m •Mobile :
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
� Synergy
mw rnn u��n.
ENGINEERING SEAL:
- DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
KtVISIUNJ:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FINALS
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
POO4O2HA
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
ENLARGED
EQUIPMENT PLAN
SHEET NUMBER:
A-2
SITE PLAN DISCLAIMER:
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM
FINALS
09/06/2022
MKL
0
PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS
NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO
CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED
(E) 148'-11"FT MONOPOLE TOWER
ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN &
EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF
PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF
CONSTRUCTION, CONTACT T -MOBILE CM.
(E) T -MOBILE
ICE BRIDGE
(E) COMPOUND FENCE
(E) T -MOBILE EQUIPMENT
CABINET (TYP.)
(E) T -MOBILE CAM LOK (E) T -MOBILE 200A
TO BE REMOVED PPC PANEL (EI MOBILE
UTILITY FRAME (E) MULTI -TENANT
UTILITY FRAME
PI (E) T -MOBILE
UTILITY METER
L (E) T -MOBILE
TELCO CABINET
. .. ..............
(E) T -MOBILE EQUIPMENT
CONCRETE PAD
EXISTING EQUIPMENT ELEVATION
1/2"=l '-0" (FULL SIZE)
2' 1 0 2' 1/4"=1'-0" (11x17)
(E) 148'-11"FT MONOPOLE TOWER
(E) T -MOBILE (P) T -MOBILE GENERAC 48KW GENERATOR
ICE BRIDGE WITH 240 GALLON DIESEL FUEL TANK
MOUNTED ON PROPOSED GENERATOR PAD
(E) T -MOBILE EQUIPMENT
CABINET (TYP.)
(E) COMPOUND FENCE
(E) T -MOBILE
TELCO CABINET
(E) T -MOBILE 200A
PPC PANEL
(E) MUNI -TENANT
(E) T -MOBILE UTILITY FRAME
UTILITY FRAME
(E) T -MOBILE
UTILITY METER
(P) T -MOBILE 200A ATS, MOUNTED
TO EXISTING H -FRAME
-��' (P) T -MOBILE 4'-0'X9'-0"
(E) T -MOBILE EQUIPMENT CONCRETE GENERATOR PAD
CONCRETE PAD
PROPOSED EQUIPMENT ELEVATION
2
1/2"=l '-0" (FULL SIZE)
2' 1' 0 2' 1/4"=1'-0" (11x17)
PLANS PREPARED FOR:
ElmI m •Mobile:
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
§ Synergy
mw rnn u��n.
ENGINEERING SEAL:
- DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
KtVISIUNI
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FINALS
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
EQUIPMENT ELEVATIONS
SHEET NUMBER:
A-3
PROPOSED 5/8" DIAMETER, HILTI KW IK BOLT TZ ANCHOR WITH 3-5/8"
NOMINAL EMBEDMENT (ICC ESR -1917). TO BE INSTALLED A MINIMUM OF (1)
IN EACH CORNER OF EQUIPMENT. SEE MANUFACTURER'S EQUIPMENT
INSTALLATION MANUAL FOR ANCHOR LOCATIONS. IT IS ASSUMED THAT
EQUIPMENT ANCHOR LOCATIONS HAVE BEEN DESIGNED/REINFORCED BY
THE MANUFACTURER TO WITHSTAND SHEAR AND UPLIFT FORCES AS
CALCULATED IN THIS DESIGN
LOCK
WASHER
PLATE
WASHER
CONCRETE SLAB
EQUIPMENT
BASE FRAME
H -FRAME
-3/8" STAINLESS
STEEL BOLTS AND
WASHERS (TYP.)
AUTOMATIC TRANSFEF
SWITCH MOUNTED ON
H—FRAME
PROPOSED FIRE
EXTINGUISHER
P1000 UNISTRUT
CROSS MEMBER
(TYP.)
PROPOSED
CONDUIT
TYP.)
T
EQUIPMENT ANCHOR DETAIL 1 1 ATS H -FRAME DETAIL 12
NOT TO SCALE I NOT TO SCALE
d
BY
REV
EQ. TANK EXTENTS PER MANUFACTURER EQ.
08/19/2022
MKL
B
A
09/06/2022
4
0
d
Q
0 0 0 0 0
4
d.
4
a
U
♦
a
a
. � A
•
•a
SLAB REINF.,
e
Z
Z
a
d
SEE SECTION A -A
I
^
a
w
d
w
4
N
y
D
00
4
a
z
�O
a
Q
d
4
q
d
O o O
d
T
Q
a
9
CONCRETE SLAB
EQUIPMENT
BASE FRAME
H -FRAME
-3/8" STAINLESS
STEEL BOLTS AND
WASHERS (TYP.)
AUTOMATIC TRANSFEF
SWITCH MOUNTED ON
H—FRAME
PROPOSED FIRE
EXTINGUISHER
P1000 UNISTRUT
CROSS MEMBER
(TYP.)
PROPOSED
CONDUIT
TYP.)
T
EQUIPMENT ANCHOR DETAIL 1 1 ATS H -FRAME DETAIL 12
NOT TO SCALE I NOT TO SCALE
` OUTLINE OF GENERATOR
TANK FOOTPRINT
5/8"0 EMBED HILTI KW IK BOLT TZ2SS 304 J
EXPANSION ANCHOR (OR APPROVED EQUAL).
SLAB ON
GRADE
(SEE PLA
I. PRIOR TO EXCAVATION, CHECK THE AREA FOR UNDERGROUND FACILITIES.
2. ALL CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 19 OF THE IBC & ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE", LATEST EDITION & HAVE THE FOLLOWING PROPERTIES:
A MINIMUM 7 -DAY COMPRESSIVE STRENGTH (F'c) OF 2500 PSI.
B CEMENT SHALL BE "LOW -ALKALI" TYPE IIA (MODERATE SU LFATE RESISTANCE, AIR ENTRAINING) CONFORMING TO ASTM C150.
C MAXIMUM WATER/CEMENT RA➢O OF 0.45 AND AIR -ENTRAINED 4% TO 7%.
D CONCRETE PROPORTIONING SHALL BE DESIGNED BY AN APPROVED LABORATORY. TOLERANCES IN ACCORDANCE WITH ACI 117.
COPIES OF CONCRETE MIX SHALL BE SUBMITTED TO THE CROWN CASTLE CONSTRUC➢ON MANAGER FOR REVIEW PRIOR TO
PLACEMENT.
E ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE
SHRINKAGE. MAXIMUM AGGREGATE SIZE TO BE 3/4".
F MAXIMUM SLUMP: REFER TO GEOTECHNICAL REPORT FOR CONFIRMATION OF ANY ASSUMPTIONS MADE DURING DESIGN.
3. FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347. TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET CLASS -C
REQUIREMENTS. IN NO CASE SHALL FINISHED CONCRETE SURFACES EXCEED THE FOLLOWING VALUES AS MEASURED FROM NEAT PLAN LINES
AND FINISHED GRADES :± 1/4" VERTICAL,± I " HORIZONTAL.
4. CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 3/4" U.N.O.
5. CONCRETE FINISHING: CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI. PROVIDE ROUGH FINISH FOR ALL SURFACES
NOT EXPOSED TO VIEW AND SMOOTH FINISH FOR ALL OTHERS, U.N.O.
6. STEEL REINFORCEMENT AND CONCRETE SHOULD BE PLACED IMMEDIATELY UPON COMPLE➢ON OF IHE FOUNDA➢ON EXCAVATION.
CONTRACTOR SHALL NOT ALLOW A COLD JOINT TO FORM IN THE CONCRETE. PORTION AT GRADE SHOULD BE FORMED. TEMPORARY
CASING MAY BE REQUIRED TO PREVENT CAVING PRIOR TO CONCRETE PLACEMENT.
REINFORCING STEEL NOTES:
I . ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL/HORIZONTAL BARS SHALL BE GRADE 60; TIES OR STIRRUPS SHALL BE A
MINIMUM OF GRADE 40. ALL REINFORCING STEEL SHALL HAVE 3" (± 3/8") OF CONCRETE COVER, U.N.O.
2. ALL BAR BENDS, HOOKS, SPLICES AND OTHER REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 315.
3. ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP OF 48 BAR DIAMETERS. LAP SPLICES OF DEFORMED BARS IN TENSION ZONES SHALL BE
CLASS -B SPLICES. WELDING OF BARS IS NOT PERMITTED.
4. AT ALL CORNERS AND WALL INTERSECTIONS, PROVIDE BENT HORIZONTAL BARS TO MATCH THE HORIZONTAL REINFORCING STEEL.
5. PROVIDE VERTICAL DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL REINFORCING BAR SIZE AND SPACING.
6. ACI -APPROVED PLASTIC -COATED BAR CHAIRS OR PRECAST CONCRETE BLOCKS SHALL BE PROVIDED FOR SUPPORT OF ALL GRADE -CAST
REINFORCING STEEL & SHALL BE SUFFICIENT IN NUMBER TO PREVENT SAGGING. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN
CONTACT WITH THE FORMS OR THE SUB -GRADE.
7. DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION PRIOR TO PLACING CONCRETE. IN NO CASE
SHALL DOWELS OR ANCHOR BOLTS BE "STABBED" INTO FRESHLY -POURED CONCRETE.
FOUNDATION NOTES:
I. THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND SHALL CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO
CONSTRUCTION.
2. THE GEOTECHNICAL ENGINEER (OR INSPECTOR) SHALL INSPECT THE EXCAVATION PRIOR TO THE PLACEMENT OF CONCRETE AND SHALL
PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSES.
3. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS NECESSARY TO SUPPORT THE EXCAVATION DURING CONSTRUCTION.
4. REBAR AT BOTTOM OF FOUNDATIONS SHALL BE BONDED TO SITE GROUNDING SYSTEM (WHEN APPLICABLE). SEE ADDITIONAL DETAILS ON
APPROVED A&E CONSTRUCTION DRAWINGS.
5. ALL FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB -GRADE PRIOR TO PLACING CONCRETE
WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER -EXCAVATED AND
REPLACED WITH "LEAN CONCRETE FILL". THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
6. STRUCTURAL BACKFILL SHALL BE GRANULAR FREE -DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS
MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS
DETERMINED PER ASTM DI 557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
SOIL NOTES:
I. FOUNDATION DESIGN BASED ON THE PRESUMPTIVE MINIMUM SOIL PARAMETERS IN ACCORDANCE WITH THE IBC, CBC AND TIA. WHEN A SITE
SPECIFIC GEOTECHNICAL REPORT IS AVAILABLE ON CCISITES AND THE ENGINEER AND THE CONTRACTOR SHALL ADHERE TO ALL
RECOMMENDATIONS PROVIDED THEREIN.
2. ALL FOUNDATIONS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB -GRADE PRIOR TO PLACING CONCRETE
WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER -EXCAVATED AND
REPLACED WITH STRUCTURAL BACKFILL.
3. STRUCTURAL BACKFILL SHALL BE GRANULAR FREE -DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS
MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS
DETERMINED PER ASTM DI 557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
MECHANICAL ANCHOR NOTES:
I. HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRIMED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE
ADHESIVE PACKAGING.
2. CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAUHORIZOMAL REINFORCING BARS.
3. HOLES MUST BE WIRE BRUSHED AND BLASTED WITH COMPRESSED AIR PRIOR TO INSTALLATION. TEMPERATURES/METHODS/WORKING TIME/ETC.
ARE TO BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
4. REFERENCE ICC -ES ESR -1917 REPORT.
#4 Q 12" OC EACH / / / I/ l -r CLR
WAY, CENTER IN SLAB �(
CRUSHED ROCKS THICKENED / / L1 4j5 4$" CLR
SLAB EDGE)
(2) #5 CONT
A -A SECTION
CHAMFER(TYR)
4" (VARIES, 4" MAX)
DEPTH PER
FROSTLINE
CONCRETE PAD DETAIL
NOT TO SCALE
3
PLANS PREPARED FOR:
• : m •Mobile or
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
Syner94
mw rnn u��n.
ENGINEERING SEAL:
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T—MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T—MOBILE.
KtVISIUNJ:
DESCRIPTION
SEE PLAN
BY
REV
EQ. TANK EXTENTS PER MANUFACTURER EQ.
08/19/2022
MKL
B
A
09/06/2022
MKL
0
a
0 0 0 0 0
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U
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` OUTLINE OF GENERATOR
TANK FOOTPRINT
5/8"0 EMBED HILTI KW IK BOLT TZ2SS 304 J
EXPANSION ANCHOR (OR APPROVED EQUAL).
SLAB ON
GRADE
(SEE PLA
I. PRIOR TO EXCAVATION, CHECK THE AREA FOR UNDERGROUND FACILITIES.
2. ALL CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 19 OF THE IBC & ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE", LATEST EDITION & HAVE THE FOLLOWING PROPERTIES:
A MINIMUM 7 -DAY COMPRESSIVE STRENGTH (F'c) OF 2500 PSI.
B CEMENT SHALL BE "LOW -ALKALI" TYPE IIA (MODERATE SU LFATE RESISTANCE, AIR ENTRAINING) CONFORMING TO ASTM C150.
C MAXIMUM WATER/CEMENT RA➢O OF 0.45 AND AIR -ENTRAINED 4% TO 7%.
D CONCRETE PROPORTIONING SHALL BE DESIGNED BY AN APPROVED LABORATORY. TOLERANCES IN ACCORDANCE WITH ACI 117.
COPIES OF CONCRETE MIX SHALL BE SUBMITTED TO THE CROWN CASTLE CONSTRUC➢ON MANAGER FOR REVIEW PRIOR TO
PLACEMENT.
E ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE
SHRINKAGE. MAXIMUM AGGREGATE SIZE TO BE 3/4".
F MAXIMUM SLUMP: REFER TO GEOTECHNICAL REPORT FOR CONFIRMATION OF ANY ASSUMPTIONS MADE DURING DESIGN.
3. FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347. TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET CLASS -C
REQUIREMENTS. IN NO CASE SHALL FINISHED CONCRETE SURFACES EXCEED THE FOLLOWING VALUES AS MEASURED FROM NEAT PLAN LINES
AND FINISHED GRADES :± 1/4" VERTICAL,± I " HORIZONTAL.
4. CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 3/4" U.N.O.
5. CONCRETE FINISHING: CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI. PROVIDE ROUGH FINISH FOR ALL SURFACES
NOT EXPOSED TO VIEW AND SMOOTH FINISH FOR ALL OTHERS, U.N.O.
6. STEEL REINFORCEMENT AND CONCRETE SHOULD BE PLACED IMMEDIATELY UPON COMPLE➢ON OF IHE FOUNDA➢ON EXCAVATION.
CONTRACTOR SHALL NOT ALLOW A COLD JOINT TO FORM IN THE CONCRETE. PORTION AT GRADE SHOULD BE FORMED. TEMPORARY
CASING MAY BE REQUIRED TO PREVENT CAVING PRIOR TO CONCRETE PLACEMENT.
REINFORCING STEEL NOTES:
I . ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL/HORIZONTAL BARS SHALL BE GRADE 60; TIES OR STIRRUPS SHALL BE A
MINIMUM OF GRADE 40. ALL REINFORCING STEEL SHALL HAVE 3" (± 3/8") OF CONCRETE COVER, U.N.O.
2. ALL BAR BENDS, HOOKS, SPLICES AND OTHER REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 315.
3. ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP OF 48 BAR DIAMETERS. LAP SPLICES OF DEFORMED BARS IN TENSION ZONES SHALL BE
CLASS -B SPLICES. WELDING OF BARS IS NOT PERMITTED.
4. AT ALL CORNERS AND WALL INTERSECTIONS, PROVIDE BENT HORIZONTAL BARS TO MATCH THE HORIZONTAL REINFORCING STEEL.
5. PROVIDE VERTICAL DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL REINFORCING BAR SIZE AND SPACING.
6. ACI -APPROVED PLASTIC -COATED BAR CHAIRS OR PRECAST CONCRETE BLOCKS SHALL BE PROVIDED FOR SUPPORT OF ALL GRADE -CAST
REINFORCING STEEL & SHALL BE SUFFICIENT IN NUMBER TO PREVENT SAGGING. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN
CONTACT WITH THE FORMS OR THE SUB -GRADE.
7. DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION PRIOR TO PLACING CONCRETE. IN NO CASE
SHALL DOWELS OR ANCHOR BOLTS BE "STABBED" INTO FRESHLY -POURED CONCRETE.
FOUNDATION NOTES:
I. THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND SHALL CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO
CONSTRUCTION.
2. THE GEOTECHNICAL ENGINEER (OR INSPECTOR) SHALL INSPECT THE EXCAVATION PRIOR TO THE PLACEMENT OF CONCRETE AND SHALL
PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSES.
3. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS NECESSARY TO SUPPORT THE EXCAVATION DURING CONSTRUCTION.
4. REBAR AT BOTTOM OF FOUNDATIONS SHALL BE BONDED TO SITE GROUNDING SYSTEM (WHEN APPLICABLE). SEE ADDITIONAL DETAILS ON
APPROVED A&E CONSTRUCTION DRAWINGS.
5. ALL FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB -GRADE PRIOR TO PLACING CONCRETE
WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER -EXCAVATED AND
REPLACED WITH "LEAN CONCRETE FILL". THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
6. STRUCTURAL BACKFILL SHALL BE GRANULAR FREE -DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS
MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS
DETERMINED PER ASTM DI 557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
SOIL NOTES:
I. FOUNDATION DESIGN BASED ON THE PRESUMPTIVE MINIMUM SOIL PARAMETERS IN ACCORDANCE WITH THE IBC, CBC AND TIA. WHEN A SITE
SPECIFIC GEOTECHNICAL REPORT IS AVAILABLE ON CCISITES AND THE ENGINEER AND THE CONTRACTOR SHALL ADHERE TO ALL
RECOMMENDATIONS PROVIDED THEREIN.
2. ALL FOUNDATIONS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB -GRADE PRIOR TO PLACING CONCRETE
WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER -EXCAVATED AND
REPLACED WITH STRUCTURAL BACKFILL.
3. STRUCTURAL BACKFILL SHALL BE GRANULAR FREE -DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS
MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS
DETERMINED PER ASTM DI 557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
MECHANICAL ANCHOR NOTES:
I. HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRIMED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE
ADHESIVE PACKAGING.
2. CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAUHORIZOMAL REINFORCING BARS.
3. HOLES MUST BE WIRE BRUSHED AND BLASTED WITH COMPRESSED AIR PRIOR TO INSTALLATION. TEMPERATURES/METHODS/WORKING TIME/ETC.
ARE TO BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
4. REFERENCE ICC -ES ESR -1917 REPORT.
#4 Q 12" OC EACH / / / I/ l -r CLR
WAY, CENTER IN SLAB �(
CRUSHED ROCKS THICKENED / / L1 4j5 4$" CLR
SLAB EDGE)
(2) #5 CONT
A -A SECTION
CHAMFER(TYR)
4" (VARIES, 4" MAX)
DEPTH PER
FROSTLINE
CONCRETE PAD DETAIL
NOT TO SCALE
3
PLANS PREPARED FOR:
• : m •Mobile or
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
Syner94
mw rnn u��n.
ENGINEERING SEAL:
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T—MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T—MOBILE.
KtVISIUNJ:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FINALS
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F
PM&A PROJECT PROJECT:
22_T2M-027
SHEET DESCRIPTION:
EQUIPMENT DETAILS
SHEET NUMBER:
A-4
GENERAC OR APPROVED EQUAL
Withstand Current - 600 Volt
GTS Series
24"
REV
(47/16"
GTS Rated Amps
100
150
200
300
400
Maximum RMS Symmetrical
v
Fault Current — Amps
200,000
200,000
200,000
200,000
200,000
Maximum Fuse
Size — Amps
200
400
400
600
600
Fuse Class
J,T
J,T
J,T
J,T
J,T
CIRCUIT BREAKER PROTECTED
Maximum RMS Symmetrical
Fault Current — Amps
14,000
25,000
25,000
35,000
35,000
Protective Device Continuous
Rating(Max) — Amps
150
300
300
600
600
- Tested in accordance with the withstand and closing requirements of UL 1008 and CSA Standards
- Current ratings are listed @ 480 VAC
eaw
M
WA
J
AUTOMATIC TRANSFER SWITCH DETAILS
ICE BRIDGE MATERIAL BY COMMSCOPE OR APPROVED EQUIVALENT
40 W. FLOODLIGHT W /2" ADJ
FITTER MOUNT MFR. LITHONIA
LIGHTING (PART NO. QTE LED
P2 40K 120 THK DDB OR
APPROVED EQUIVALENTI—
Y ROOF SHALL BE GROUNDED TO VERTICAL STL PIPE
AT EACH OF (4) CORNERS PLUS (2) AT MID -SPAN (W/
D LEADS EXOTHERMICALLY WELDED TO PIPE)
(2) 1-5/8"0
U -BOLTS AND
WELD TO EA
PIPE COLUMN
C7X9.8 W/
CONTINUOUS
UNISTRUT
PIPE CAP
\ 1
GROUNDING RING \ \
a"xZ WIDE x 12 GA. GALVANIZED
STEEL GRIP STRUT GRATING
BOLTED TO UNISTRUT AT EACH
END (4 -BOLTS TYP)
I
MIDWEST ELECTRIC
T3010GPR 20A DUEL GFCI
GALVANIZED \ OUTLET W/ 12 HR TIMER OR
APPROVED EQUIVALENT—
3" STD PIPE
COLUMN TY
(2) 4" X 4" \
SQUARE
CONCRETE \ \�
PAVERS(TYP
EACH POST)
PLANS PREPARED FOR:
•Mobileo
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
§ Synergy
mw rnrt u��n.
ENGINEERING SEAL:
— DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
KGVISIUNJ:
DESCRIPTION
DATE
24"
REV
(47/16"
08/19/2022
MKL
B
FlNM S
G o
MKL
0
v
�
v
M
WA
J
AUTOMATIC TRANSFER SWITCH DETAILS
ICE BRIDGE MATERIAL BY COMMSCOPE OR APPROVED EQUIVALENT
40 W. FLOODLIGHT W /2" ADJ
FITTER MOUNT MFR. LITHONIA
LIGHTING (PART NO. QTE LED
P2 40K 120 THK DDB OR
APPROVED EQUIVALENTI—
Y ROOF SHALL BE GROUNDED TO VERTICAL STL PIPE
AT EACH OF (4) CORNERS PLUS (2) AT MID -SPAN (W/
D LEADS EXOTHERMICALLY WELDED TO PIPE)
(2) 1-5/8"0
U -BOLTS AND
WELD TO EA
PIPE COLUMN
C7X9.8 W/
CONTINUOUS
UNISTRUT
PIPE CAP
\ 1
GROUNDING RING \ \
a"xZ WIDE x 12 GA. GALVANIZED
STEEL GRIP STRUT GRATING
BOLTED TO UNISTRUT AT EACH
END (4 -BOLTS TYP)
I
MIDWEST ELECTRIC
T3010GPR 20A DUEL GFCI
GALVANIZED \ OUTLET W/ 12 HR TIMER OR
APPROVED EQUIVALENT—
3" STD PIPE
COLUMN TY
(2) 4" X 4" \
SQUARE
CONCRETE \ \�
PAVERS(TYP
EACH POST)
PLANS PREPARED FOR:
•Mobileo
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
§ Synergy
mw rnrt u��n.
ENGINEERING SEAL:
— DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
KGVISIUNJ:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FlNM S
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F
PM&A PROJECT PROJECT:
22_T2M-027
EEQ
CRIPTION:
UIPMENT DETAILS
SHEET NUMBER:
A-5
Protector The
INCLUDES:
• Two Line LICA Multilingual Digital Evolution"
Controller lEnglish7Spanish/Frei
Portuguese) with external vlievning window
for easy indication of ger3erata status and
breaker position.
• Isochronous. Electronic Gevema
• Saund Attenuated Aluminum Enclosure
• Smart Battery Charger
• WjOzone Resistant Hoses
1 % Voltage Reg rill
• Integrated Base Tank Provides Up to 4C
Hours of Run Time
GENERAL'
UiEl Generalor Set
Eby Prover Rating
Model RDOi5 -15 kW fib FH
Model RD020 - 20 kW W FL
Model Al - 3D kW W FIE
Model RD048 - 48 kW 60 Hz (single phase of
Model F DOW - 56 kW 60 Et [three phase mly}
• 5 Year Ll luded Warranty
• UL 2200 I Ll 421 ULC S601 Listed
• Meets code requirements for External Vent
and Fill Meets EPA Emasm Fhg iwra
CAMA Emus. Csrrpiert
. 31.pfA'9'IICm115. rd 1"rrtmwcaCena� hrcmalisul waremy re 3 ycar brimd.
FEATURES
C VNNOYAIIV rh=gigq 3 =FN19
-rkl or
GEA`. - -.. _-
':: It
dei --. _
otry
-
tia:r, _:
::e Ira
Almrl®hr Dliprd Irad:lflla
3 wire
Alhnahr Odput Imtls 3ftaim
IKE
TEST CRITES :
PROTOTYPE TESTED
2) STEM TORSI OVAL TESTED
O SULIMTATE, FREQUENCY COMPENSATED VULIAGE REGULATION.
This shleo4Nearl paver rnmmbirg meela0an sychm is Roadli tl on
AI Gereae mod9s. II pieties cgtimvad FAST NESW9DFFLNE mclanging
IRA cmdriaos and MAAMUM MOTOR STARTING GAPASILRY by
elech neolly lorqur-mrEshhhg the serge Inas to the enginetight
wlmge �ulalioo at .1%.
SINGLE. SOURCE SERVICE RESPONSE lhmn UmIsrs 0±r3W Jsder
Ni pmidn pat and Rivas Nmmlev le- the ehdru Ent War its:
espee table snared elechonic eenpemM.
NEMA M0122EVALUATION GENERAC TRANSFER SWIFCHES. lnmg lite snit mI.Irilitj are
MOTOR STARTING ABILITY yymompnme with GENEFAG PDWER SYSTEMS. Die moss. lar dais
ennfidenee is Nat the'ENERAC pmdurt line hell it awn Danner
r"rslems and oadmle ierlUn sy'dem mmoralib/.
(3ENERAC'
15 • 20 • 30 • 48 • 50 kW
GENERATOR SPECIFICATIONS
GENERAC'
application R engineering' data
TYW
3}'Inhgali
Rotor IlmJrtim Cha
H n 6 &2O kA off rA 40 &W 1IM
semi Ircnlabare Clasa
H
Telephone In aieTwD meft UN7
=W
Almrl®hr Dliprd Irad:lflla
3 wire
Alhnahr Odput Imtls 3ftaim
swim
Bexkw
Sil Sealed Cartledge
fa ing
Direct. Beale Disc
E¢ihtion Srsimn
Died
VOLTAGE REGULATION
Type
Eextmie
saving
Singlem�
Regulation
t ,%
'n nlres
Alideles Wlhge 6 Cerin
-1 OR SPECIFICATIONS
Elm Maiclssdaomes
-iea'ade s026%
W kelp 068 20 kW9 a M kip 030. 411 & W kM
2 Amp
Gap 27F. 700 CGA
12 Nolte
_ -_ __a,z o4NGanbcnl
n is 1:2,1-
]ass I IM ldisn L 1,3JA:A'ed
All, nd RAS lolly pratoype lesled
..... ..'c -e.. _.... . ;r:,c; rc
. ......
Ensures Plotechon against maths nabule Eleitwin ieallY applied lisi
epory pam[MaMed tluradlily.
-..-_.- - _.".:'ler
Ouielotimlgrademlr9a is mounded inside Ne unato lemrml mitres
antl Trapani send tlarlpeng.
ST'L, :L :r:- maid,,
kkbsKim easy. oA apstdng ima,Ebeen.
S,SE
$anrd adenuated...locule ensures guielaemtim_
011l ratings inarmoUance mate 856614, 6413046,1308129 SAE.N349 nil DIN6271j
15 . 20 . 30 . 48 . 59 kW
EN0114E SPECIFICATIONS:15 8 20 kW
Make
Ge-eru,:
Model
11-- Ne
GyfiMels
-
31Sp1arllln1edTANS5)
34
13M Tnjumn)
1.33
Sbk III-
4.-00113
Comprz:,iomRalio
_
Iliake Air System
: Aired!
Eyli11Head Type
-s DHV
F.s1T}pe
- ....rc
EPA EN&Siore Complimee
': easy Shtiomry
ENGINE SPECIFICATIONS: 31T k'.V
Make
Geeerac
Ml
11-- Ne
GyiniCls
-
0 alannald illiperi
34
ern}
3.8698
Stele ii
4.-00113
Gempriseao kris
18.6:1
Idake AM Syda,
luh-ft-9wAtracmbtl
�p irner Hess Typa
-
IELnType
..
EPA Erllis¢ime compliance
nensi-s. enaly
ENGINE SPECIHCATIONS: 48150 MV
Malre
Geeerac
Model
11-- Ne
Ly1VuL•m
4
Dh*Dmmald ¢Amo)
34
Bee Nmm
3.8698
Stele ii
4.-00113
Gempriseao kris
18.6:1
Idake AM Syda,
luh-ft-9wAtracmbtl
Cyladvr Howl Type
Last llm NN
Eaten Type
Aleenum
EPA Emissions Gemplinx
Emegmc9 Sbdini
WEIGHTS AND DIM'ENSIDMS
GEIVEi
MMMapplication a engineering data
ENGINE LUBRICATION SYSTEM
Oil Rang Type
Sear
Oil Filter Tlpa
Full flow spin mieft
In1eILx T9e
6.87%.6 -168 20 kW
Cmnsar. Cap ity liAersoem)
6N%4-31 AN,
Fine I Ri Lim Rai
7.4/7-408 W kW
ENGINE COOLING SYSTEM
FUEL SYSTEM
FIel Tae
fleswltsdrdr7or-16823 EW
Type
Lei Engine Driven
Gear
In1eILx T9e
❑epo wewey-31148 & ®IW
Water Pomp
BERM. seNsarirN
Fine I Ri Lim Rai
1800-1682OkW
Ban Steed 7pm1
2aG1- N hW
Feel Rlienna(mkmne)
2029-498 W eW
Fan Diamder Leu}rml
1N114G0 R6 & 20 kA9
Listings
22fW {30.40 960 kA0
Fan Mode
Willer
FUEL SYSTEM
FIel Tae
Ulha low 9afu Diesel Rea
Fel Pomp T]le
Lei Engine Driven
Gear
In1eILx T9e
MedumiraY
Pinel Slppld Lim ini
7DO31 PDI
Fine I Ri Lim Rai
794A310D}
Fine Speeikedion
ASTM
Feel Rlienna(mkmne)
d-020&30 kW
IU --49 & W kW
TANK SPECIFICATIONS
Total saw {gUlohmNaemj
341,28.7-16320 kW
am
G2(.34.7- 30, 48 & Wei
Migtllhu
371,211 -16 & 20 kW
Usable SERE Iga11mc5citersl
67;216.8- 38, 49 & W kW
Dormnwee
r�lomraa
41-16 kW
96 a36x 6T/242x®x146
kW
Ilan rime 111.2 Lod Un31-pp
38-3]INK
W
26-43& WkW
Listings
UL142
83
ULG-SWi
15. 20. 30. 48„ 50 kW
,ENERATUN OUTPUT VOLTAM IIW - 60 Hz
GENERAC'
---Emm�
operating data
LW ratahldbrl Mo tgbndm'I CH Mae
1910 am
am
45LW NEW
Migtllhu
13NX26
1927/874
2197/997
Dormnwee
r�lomraa
&1x31 x6GF1U6x78 x128
96 a36x 6T/242x®x146
15. 20. 30. 48„ 50 kW
,ENERATUN OUTPUT VOLTAM IIW - 60 Hz
GENERAC'
---Emm�
operating data
LW ratahldbrl Mo tgbndm'I CH Mae
SURGE CAPAGTY IN AMPS
VGLW Dip @ < A of
16% 30%
RDM6
160: ^a,'. II 19:'
16
G2
70
ROOM
- _
16
62
Go
B7
211
16
46
W
IN
les'_-:.
20
83
TOO
RDI
12D:C:°. : -
A
IJ
W
64
1-J3-: - i;
20
G9
70
1 1213208V 30 90
218
30
126
12
87
Salzhi Fuxa.T" Problem Pdednn... ........ ....... ... .........
30
10
126
RD03C
2.16 3.14
333
99
1DD
_ _ ..__ .... Standard!
1100% Ed rated land
X
46
ze
48
2%
200
P.0049f
T20"'' . _-'
R3
173
GOT
80360
1 120:_-_ - :'.
ED
I TO
I176
i0.: E;'
W
76
911
SURGE CAPAGTY IN AMPS
VGLW Dip @ < A of
16% 30%
RDM6
120249 V, 10
63
129
1201V 30 37
90
12WNG V 30 32
A
HD030
=40v 10
B7
211
121 V, 30 W
143
IZW240V 30 61
IN
HDD30
1211240 V 10
(6
168
12111 V 30 69
144
120249 V, 30 61
124
177100 V 30 26
64
Rt04av
HDOW
r20240V 10
69
Hip
1 1213208V 30 90
218
1 12024CV 30 1 78
189
277/480 V 30 1 36
87
ENGINE FUEL CONSUMPTION
eh6r LAr
,74C 3Y RATING:.`,. rgty ears ap* 7a iretalges: seed 0. retebk unity aarx. The seedhy wrg is applicable a mn ini Iced fmda Nrmm of easier sure;.. !here
n no amroai capadilM1y kn Eb-ming. Haurgsve in arroNarce wi.A Iso-'An61. Aid mi apecibavurr. are ugxYm,�dargeaien-.. noun.
15. 20. 30e48.50kW
ENGINE
GENE_�'
-MMoperating data
E6Y T: 1'x11 l.l:It P:i0111Y1
Arrow, i=ii'r:U:r; s1:=,mateard comhsdionair in clumn )
36% United reed
0.61 1.93
36'$+86
Eft DfAI at led
0.T9 2.99
BDD76
76%UIBted Need
1.14 4.31
2MC6
100%Urffidload
140 6.68
63.136167
2&%UIffid III
067 26
Madam aperadonairffir�aahm an radismr )'QT
fin Ueakd reed
1.06 3.97
RDD29
76%UMted land
1.62 6.32
6D EunRs Each
100%Urand ivied
1.90 7.48
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2S%Jra@d 111
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FROM
Eft of ned lea
146 6T
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76%U11ted lea
1.% 7.4
................_....._.._.........._....._....._......._........Shn�htl
100%ol ra�l�
2T4 104
Salzhi Fuxa.T" Problem Pdednn... ........ ....... ... .........
26% Alliedletl
1.36 6.11
800481
60% Di lea
2.16 3.14
HERD)
76% Orated load
I 3.06 I 11.68
_ _ ..__ .... Standard!
1100% Ed rated land
3.39 1 16.07
,74C 3Y RATING:.`,. rgty ears ap* 7a iretalges: seed 0. retebk unity aarx. The seedhy wrg is applicable a mn ini Iced fmda Nrmm of easier sure;.. !here
n no amroai capadilM1y kn Eb-ming. Haurgsve in arroNarce wi.A Iso-'An61. Aid mi apecibavurr. are ugxYm,�dargeaien-.. noun.
15. 20. 30e48.50kW
ENGINE
GENE_�'
-MMoperating data
E6Y T: 1'x11 l.l:It P:i0111Y1
Arrow, i=ii'r:U:r; s1:=,mateard comhsdionair in clumn )
2824/90
282490
36'$+86
7924140
System me an WcY'3uYH.I
2$NO_G
2.Bh0-6
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2MC6
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63.576167
63.136167
I INWM117.1
136960143.4
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_. _____- _. Fmm14U-171VOW-21GY
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......._..Sthnthd
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6D EunRs Each
.....__
64+122
S_.c _:.:;.. _. ..... .....__..._ ................._.
"114101 TIOF! REQUIREMENTS
�.ln=.r ;cfm+cmm} 84.76/1.4 84.7524 902.66 190re.38
b3IONS
-:_Ir,
oayut in dBLAj Y 23i P m) with geneatm in exercise male'
66
--=
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]0
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99.68.2.8
98.6IR12.6
270611
490.12.7
uhau:;xmperahre airaled sutEJ 1`Crq
60.44137
60.41120
40.-0/80
104.4,1120
ENGINE PARAMETERS
Pgetl SYnehhweles NRA
DATE
'i_�Ted Multilingual LlA Duplay ____ -_.-
180
-: [..:AV Acta....-....... ..... ... _....._
........ ALl9matlC$131t na Dhlll'f 1d 11410. PmgIYn1IHLP ItlpYPM261SPr.
FO'at raRtl kW
26.4
33.6
Slopsmit. Powerismmmed. Cunholmdchnnarctilloperate.
49
86
POWER ADJUSTMENT FOR AMBIENT O MDRIONB
Tempepi Deaafsl .._. ._ .__ _.....3%Im awry G -Come 26°Ga 1.7%lees -F alio-v,77"
Altihtle Derrinn 0633 a A W 105 .__ _-_ _�1%fineueryldDmriwe 916mor 3%MemayllNMftahmle 30008
Altitutle Daahon [20 k'r0 ...._ �.. � ,.._�...1% her roFy lW an Some, 306 m ci 3%for nay 1000 ft ahmc l WDA
rnUT7nULL6H FEATURES
DATE
'i_�Ted Multilingual LlA Duplay ____ -_.-
_.-_ _.___Simple user inledace lurema of operation.
-: [..:AV Acta....-....... ..... ... _....._
........ ALl9matlC$131t na Dhlll'f 1d 11410. PmgIYn1IHLP ItlpYPM261SPr.
1,'arua. _. ____ __..__.__.Siad
mate shrkr cmhhol,uMst4s an.8mlilk/tails. immhrinlad ttiYes place.
FINALS
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.....__
......_ CYehemalhng'. 16 sec m.7ha1 I9O sac masimum tleatign}.
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__................Sleterainot leahgage until 6 we ni@r engne lues stopped.
SMY 53i 1131; ....... ..__...__ ... .... ................
..... ...... Stpi
Thvger FsuryMissng AC'A'amng _.. ___
__-_ _____ ___- ___..Sandi
Low
........ ._...__........ ..... . 5hndshtl
ANomah:V31tge Regulation with Qua on E Urder'xlltlge Protection ..........._....._....._.......__..___...__
................_....._.._.........._....._....._......._........Shn�htl
OnderFregwncy.Nedmd'Stepper Oreavmnt Roleeban
Shndald
Salzhi Fuxa.T" Problem Pdednn... ........ ....... ... .........
...__. ..... .......... .......Spread
Aulomatic Low Cil Pessupligh Oil Dmpem[om Sheldon ___
__. ___ _____. _.___ ___. Standeld
Ovemanki0rempe� (Y`n` 72 H4WU Sese Pas Shhirnm
Stamm
High Engine Temp,rai SrBdva ._..... ........
..__. ...... ..__. .... Shnrid
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_ _ ..__ .... Standard!
Comms n Faunal Fault CeLahl lit ___ - ___
__ __ _. - __ _. __- _. _..Inalyd
I Upgrul eFirmware _
santard
DIESEL TANK CHECKLIST:
READILY ACCESSIBLE MANUAL SHUTOFF VALVES SHALL BE INSTALLED ON SUPPLY PIPING AT THE POINT OF USE AND THE TANK (CFC 5003.221)
SECONDARY CONTAINMENT -TYPE TANKS SHALL BE UL LISTED, UL -142 AND COMPLY WITH ALL OF THE FOLLOWING REQUIREMENTS; OTHERWISE
TRADITIONAL SPILL CONTROL OR SECONDARY CONTAINMENT MEASURES, SUCH AS DIKING, SHALL BE UTIL17ED (NFPA 302211.4)
+ CAPACITY OF DIESEL TANK SHALL NOT EXCEED 50,000 GAL.
+ PIPING CONNECTIONS SHALL BE ABOVE THE LIQUID LEVEL
+ MEANS SHALL BE PROVIDED TO PROTECT RELEASE OF LIQUID BY SIPHON FLOW.
+ MEANS TO DETERMINE LIQUID LEVEL IN TANK SHALL BE PROVIDED TO DRIVER. MEANS TO PREVENT OVERFILLING BY AN ALARM AT 90%
CAPACITY AND AUTOMATICALLY STOPPING
+ DELIVERY OF LIQUID TO THE TANK AT 95% CAPACITY.
+ SPACING BETWEEN ADJACENT TANKS SHALL NOT BE LESS THAN 3'.
+ TANK SHALL BE PROTECTED AGAINST DAMAGE FROM VEHICLES.
+ INTERSTITIAL SPACE SHALL HAVE EMERGENCY VENTING.
+ INTEGRITY OF SECONDARY CONTAINMENT SHALL BE ESTABLISHED. THE SECONDARY CONTAINMENT SHALL WITHSTAND THE HYDROSTATIC
HEAD OF THE MAXIMUM
+ AMOUNT OF LIQUID STORED IN THE PRIMARY TANK.
TANK LABELING AND PROTECTIONS:
THE FOLLOWING SIGNS AND LABELS SHALL BE AFFIXED TO THE TANK.
+'DANGER -FLAMMABLE LIQUIDS" (IFC 5703.5)
+ NFPA 704 PLACARD (NEC 5003.5)
+'NO SMOKING" (NEC 5023.7. 1)
+ EH&S
+ OWNER CONTACTS
CRASH PROTECTION COMPLYING WITH FC 312 SHALL BE PROVIDED (CFC 5003.9.3) IIF APPLICABLE)
GENERATOR FEATURES:
GENERATORS SHALL BE UL 2200 LISTED AND COMPLY WITH NFPA 37 AND NFPA 110. (CFC 604.1 AND 604.1.1) INSTALLATIONS SHALL HAVE A
LABELED REMOTE MANUAL STOP (NFPA 110 5.6.5.6 & 5.6.5.6.1 AND NFPA 37 9.2.1.1)
DOUBLE WALL FUEL TANK BASE SPECIFICATION:
REF: T -MOBILE GENERATOR PACKAGE
UL REGISTRATION NUMBER: MH 18459
UL 142 DOUBLE WALL FUEL TANK BASE SPECIFICATION
FUEL TANK BASE CONSTRUCTION:
+ BE CONSTRUCTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES STANDARD UL -142 BE CONSTRUCTED IN ACCORDANCE WITH
FLAMMABLE COMBUSTIBLE LIQUIDS CODE, NFPA 30; THE STANDARD FOR INSTALLATION USE OF STATIONARY COMBUSTIBLE ENGINE GAS
TURBINES, NFPA 37; AND THE STANDARD FOR EMERGENCY STANDBY POWER SYSTEMS, NFPA 110.
+ MINIMUM ANCHOR QUANTITY PER MANUFACTURER OR THIS PLAN SET; WHICHEVER IS LARGER.
SUB BASE TANK TESTING:
+ PRIMARY TANK & SECONDARY CONTAINMENT BASIN SECTIONS SHALL BE PRESSURIZED AT 3-5 PSI AND LEAK -CHECKED TO ENSURE
INTEGRITY OF SUB BASE WELD SEAMS PER UL -142 STANDARDS
FUEL FILL: 2.5- 5 GALLON SPILL CONTAINMENT WITH ALARM
+ 40% REMAINING FOR ALARM
+ 20% REMAINING FOR SHUT -DOWN
FACTORY PRESET AT 95% FULL FOR ALARM
FUEL CONTAINMENT BASIN:
+ SUB BASE TANK SHALL INCLUDE A WELDED STEEL CONTAINMENT BASIN, S17ED AT A MINIMUM OF 110%OF THE TANK. CAPACITY TO
PREVENT ESCAPE OF FUEL INTO THE ENVIRONMENT IN THE EVENT OF A TANK RUPTURE. A FUEL CONTAINMENT BASIN LEAK DETECTOR
SWITCH SHALL BE PROVIDED.
NEPA NOTES:
I. CONSTRUCTION, INSTALLATION, MAINTENANCE, & OPERATIONAL TESTING OF EPSS SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF
NFPA 110.
2. ALL ELECTRICAL WORK SHALL COMPLY WITH LATEST ADOPTED EDITION OF NFPA 70- NATIONAL ELECTRICAL CODE.
FUEL TANK NOTES:
THE TANK SHALL BE MANUFACTURED WITH THE FOLLOWING:
- INTERSTITIAL ELECTRONICALLY MONITORED RUPTURE BASIN
-ALARM TO MONITOR THE SPACE BETWEEN THE PRIMARY AND SECONDARY TANK.
- OVERFILL ALERT TO VISUALLY WARN WHEN THE TANK IS FILLED UPON CAPACITY.
- OVERSPILL CONTAINMENT AT FILL PORT TO PREVENT SPILL OF FUEL DURING FILLING OPERATIONS.
- 5 GALLON OVERSPILL CONTAINMENT W/ LOCKABLE CAP.
GENERATOR DETAILS
NOT TO SCALE
191_1 C 6919:7 7 ].1;7 Y rl Y47:A
• • • •Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
Synergy
mw 1w ..i
ENGINEERING SEAL:
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
NkVIZAL)i
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
011/19/2022
MKL
B
FINALS
09/09/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PM&A PROJECT:
22_T2M-027
ESHEET DESCRIPTION:
GENERATOR DETAILS
SHEET NUMBER:
A-6
PLANS PREPARED FOR:
8
®V® O O l OO
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
OEM:
ENGINEERING SEAL:
DRAWING -NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T—MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T—MOBILE.
KtV[bWNJ:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FlNALS
09/06/2022
MKL
0
I SPRINGFIELD,
OR 97477 I
PM&A PROJECT:
22_T2M
-027
DESCRIPTION:
ISHEET
IGENERATOR
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SITE PLAN DISCLAIMER:
PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM
PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS
NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO
CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED
ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN &
EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF
PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF
CONSTRUCTION, CONTACT T -MOBILE CM.
(P) T -MOBILE 4'-0'X9'-0"
CONCRETE GENERATOR PAD
LTJ
Rq
(E) T -MOBILE ICE BRIDGE
(HATCH NOT SHOWN FOR CLARITY)
(E) T -MOBILE
UTILITY FRAME
(E) T -MOBILE CAM LOK
TO BE REMOVED
(E) T -MOBILE
200A PPC PANEL
(E) T -MOBILE
TELCO CABINET
(E) T -MOBILE CONDUIT FOR
POWER TO BE RELOCATED
(E) T -MOBILE ICE BRIDGE
(HATCH NOT SHOWN FOR CLARITY)
(P) T -MOBILE 200A ATS,
MOUNTED TO EXISTING H -FRAME
(E) T -MOBILE
200A PPC PANEL
(E) T -MOBILE
TELCO CABINET
00
DATE
BY
1
REV. PRELIMINARY
08/19/2022
0
B
FlNALS
09/06/2022
MKL
(P) T -MOBILE GENERAC 48KW
GENERATOR WITH 240 GALLON
DIESEL FUEL TANK
O
IN
1 CLEARANCE NOTE: MINIMUM GENERATOR CLEARANCE MUST BE
PROVIDED IN ACCORDANCE WITH THE MOST STRINGENT
GOVERNING ADOPTED BUILDING CODE AND/OR THE
MANUFACTURER'S SPECIFICATIONS AND DETAILS, WHICHEVER
x CRITERIA IS GREATER.
ACCESS NOTE: PROVIDE 3-0' MINIMUM NEC AND OSHA ACCESS
:T -MOBILE CLEARANCE FOR ALL GENERATOR ACCESS DOORS AND AC POWER PANELS (TYP.)
X
CONDUIT NOTE: ALL BURIED CONDUIT SHALL BE PVC SCHEDULE 40.
ALL EXPOSED CONDUIT AND ALL CONDUIT ROUTED ACROSS THE
TOPS OF SLABS AND PLATFORMS SHALL BE SCH. 80 PVC ON 1-5/8"
(E) T -MOBILE UNISTRUT OR EQUIVALENT.
SERVICE LIGHT
(E) T -MOBILE
HPL3 CABINET TRENCHING NOTE: THE CONTRACTOR SHALL HAND DIG ALL
x CONDUIT TRENCHES LOCATED WITHIN THE EXISTING FENCED
(E) CHAIN-LINK COMPOUND.
FENCED COMPOUND
(E) T -MOBILE ICE
BRIDGE POST (TYP.)
X
- (E) T -MOBILE (E) T -MOBILE 8'-0'XI O'-0" X
EQUIPMENT PAD
OVP (TYP.)1 (E) MULTI -TENANT
X UTILITY FRAME
(E) T -MOBILE
UTILITY METER
(E) T -MOBILE
LB3 CABINET
(E) T -MOBILE
SERVICE LIGHT
(E) T -MOBILE
HPL3 CABINET
(E) T -MOBILE ICE
BRIDGE POST (TYP.)
(E) T -MOBILE
OVP (TYP.)
(E) T -MOBILE 8'-0'XI O'-0-
EQUIPMENT PAD
(E) T -MOBILE
UTILITY FRAME
(F) T -MOBILE
UTILITY METER
X R - X X
1
X
X
X
(E) CHAIN-LINK
FENCED COMPOUND
x
x
1 (E) MULTI -TENANT
UTILITY FRAME
miammiLdnad ■ mumff ■ • n
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ELECTRICAL
OEXISTING (1) 2" SCH. 40 PVC CONDUIT FOR POWER REROUTED FROM
EXISTING T -MOBILE METER TO PROPOSED ATS. [20+/- LF]
OPROPOSED (I) 2" SCH. 40 PVC CONDUIT FOR POWER ROUTED FROM
PROPOSED ATS TO EXISTING PPG [5+/- LF]
OPROPOSED 2' SCH. 40 PVC CONDUIT FOR BACKUP POWER FROM
PROPOSED 2JOA ATS TO PROPOSED GENERATOR (TYP.) [15+/- LF].
OPROPOSED I"SCH. 40 PVC CONDUIT FOR REMOTE START WITH RELAY
FROM PROPOSED 200A ATS TO PROPOSED GENERATOR [15+/- LF].
OPROPOSED I"SCH. 40 PVC CONDUIT FOR HEATER BLOCK AND BATTERY CHARGER
FROM EXISTING 200A PPC TO PROPOSED GENERATOR [10+/- LF].
O
PROPOSED (1) 1 " SCH.40 PVC CONDUIT FOR FOR GENERATOR ALARM
FROM T -MOBILE GENERATOR TO EXISTING HPL3 CABINET [ 15+/- LF].
GROUNDING KEY NOTES -
PROPOSED #2
OTES:
PROPOSED#2 AWG BARE TINNED SOLID COPPER WIRE: 2 -HOLE
LUG CONNECTION FROM EQUIPMENT TO EXISTING GROUND RING.
GROUND PER MANUFACTURER SPECIFICATIONS (TYP.)
NOTES:
1. ALL EQUIPMENT SHALL BE NEMA 3R RATED.
2. ALL EQUIPMENT SHALL BE LIGHTNING PROTECTED IN ACCORDANCE WITH
TIA-222-G AND T -MOBILE WIRELESS STANDARDS.
3. CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE
DROP (TOTAL SYSTEM VOLTAGE DROP ON BOTH FEEDERS AND BRANCH
CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5%).
4. WIRE SIZING AND MAXIMUM DISTANCE FROM GENERATOR TO PPC ASSUMES
POWER FACTOR OF 0.9.
5. BELOW GRADE CONDUIT SHALL BE SCHEDULE 40 PVC. ABOVE GRADE
CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BELOW GRADE PVC
CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL
BENDS SHALL HAVE A MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE
FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL
CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUIT SHALL
MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIRED.
PROPOSED
■•■•, ELECTRICAL PLAN E
PLANS PREPARED FOR:
• 0 m •Mobile or
1
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
Syner94
mw rnn u��n.
ENGINEERING SEAL:
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
XtVISIUNJ:
DESCRIPTION
DATE
BY
1
REV. PRELIMINARY
08/19/2022
MKL
B
FlNALS
09/06/2022
MKL
0
(E) T -MOBILE
OVP (TYP.)
(E) T -MOBILE 8'-0'XI O'-0-
EQUIPMENT PAD
(E) T -MOBILE
UTILITY FRAME
(F) T -MOBILE
UTILITY METER
X R - X X
1
X
X
X
(E) CHAIN-LINK
FENCED COMPOUND
x
x
1 (E) MULTI -TENANT
UTILITY FRAME
miammiLdnad ■ mumff ■ • n
Vooia00000ii�,
0000000000,�000000000000ia0000000ii
ELECTRICAL
OEXISTING (1) 2" SCH. 40 PVC CONDUIT FOR POWER REROUTED FROM
EXISTING T -MOBILE METER TO PROPOSED ATS. [20+/- LF]
OPROPOSED (I) 2" SCH. 40 PVC CONDUIT FOR POWER ROUTED FROM
PROPOSED ATS TO EXISTING PPG [5+/- LF]
OPROPOSED 2' SCH. 40 PVC CONDUIT FOR BACKUP POWER FROM
PROPOSED 2JOA ATS TO PROPOSED GENERATOR (TYP.) [15+/- LF].
OPROPOSED I"SCH. 40 PVC CONDUIT FOR REMOTE START WITH RELAY
FROM PROPOSED 200A ATS TO PROPOSED GENERATOR [15+/- LF].
OPROPOSED I"SCH. 40 PVC CONDUIT FOR HEATER BLOCK AND BATTERY CHARGER
FROM EXISTING 200A PPC TO PROPOSED GENERATOR [10+/- LF].
O
PROPOSED (1) 1 " SCH.40 PVC CONDUIT FOR FOR GENERATOR ALARM
FROM T -MOBILE GENERATOR TO EXISTING HPL3 CABINET [ 15+/- LF].
GROUNDING KEY NOTES -
PROPOSED #2
OTES:
PROPOSED#2 AWG BARE TINNED SOLID COPPER WIRE: 2 -HOLE
LUG CONNECTION FROM EQUIPMENT TO EXISTING GROUND RING.
GROUND PER MANUFACTURER SPECIFICATIONS (TYP.)
NOTES:
1. ALL EQUIPMENT SHALL BE NEMA 3R RATED.
2. ALL EQUIPMENT SHALL BE LIGHTNING PROTECTED IN ACCORDANCE WITH
TIA-222-G AND T -MOBILE WIRELESS STANDARDS.
3. CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE
DROP (TOTAL SYSTEM VOLTAGE DROP ON BOTH FEEDERS AND BRANCH
CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5%).
4. WIRE SIZING AND MAXIMUM DISTANCE FROM GENERATOR TO PPC ASSUMES
POWER FACTOR OF 0.9.
5. BELOW GRADE CONDUIT SHALL BE SCHEDULE 40 PVC. ABOVE GRADE
CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BELOW GRADE PVC
CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL
BENDS SHALL HAVE A MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE
FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL
CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUIT SHALL
MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIRED.
PROPOSED
■•■•, ELECTRICAL PLAN E
PLANS PREPARED FOR:
• 0 m •Mobile or
1
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
Syner94
mw rnn u��n.
ENGINEERING SEAL:
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
XtVISIUNJ:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FlNALS
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
E: P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
r PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
ELECTRICAL SITE PLAN
SHEET NUMBER:
G-1
TO UTILITY POWER SOURCE
M )I UTILITY METER 120/240 VAC
SERVICEe
DISCONNECT/ ?2 OA
CIRCUIT BREAKER GROUND TO
GROUND RING
343/0 AWG #6 AWG EG
2" CONDUIT TO BE REROUTED (E) T -MOBILE GEN CAM
CAM LOK TO BE REMOVED
F200A200AL(E) T -MOBILE GENERATOR
CONDUITS TO BE REMOVED
P q
�-- REMOVE (E) 200A
N E� GENERATOR BREAKER
bL \ REMOVE (E) MECHANICAL
EXISTING 200A, 120/240V, 200A MTS INTERLOCK
NEMA 3R, PPC
TO UTILITY POWER SOURCE
SERVICE
DISCONNECT/
CIRCUIT BREAKER
EXISTING REROUTED 343/0 AWG
+ #6 AWG EG IN 2" CONDUIT
PROPOSED 200A ATS
120/24OV, 1 PH, 3W, NEMA3R
PROPOSED (3) 3/0 AWG+
#6 AWG EG IN 2" CONDUIT
NOTE: THE GENERATOR USED IN
UTILITY METER 120/240 VAC CONJUNCTION WITH A 2 -POLE ATS
WITH A SOLID NEUTRAL IS NOT A
SEPARATELY DERIVED SYSTEM. AS
SUCH, DO NOT BOND THE NEUTRAL
TO GROUND AT THE GENERATOR
�200A
GROUND TO T -MOBILE 48KW 120/24OV, DIESEL
GROUND RING GENERATOR WITH 2O0A MAIN
_ FUSED BREAKER & SHUNT TRIP
BREAKER. GENERATOR IS IN A
NEMA 3R ENCLOSURE. SUPPLIED
343/0 AWG EPO WITH 150OW 120V BLOCK HEATER.
6 AWG EG WITC
2" CONDUIT 200A
(185 LF MAX) 48KW
GEN
200Ao 1200Ao I
EXISTING 200A, 120/24OV, -
NEMA 3R, PPC
E
200A
I
N
L 200A
MTS
20A/I
20A/I
LOAD CENTER
FINALS
1" CONDUIT FOR GEN REMOTE
START TO ATS RELAY
1" CONDUIT FOR GEN ALARM
TO CABINET ALARM BLOCK
4412 AWG,] -#12 AWG EG, 1" CONDUIT
(FOR GEN HEATER & BATT. CHARGER)
`PROPOSED (2)
20A/1P BREAKERS
EXISTING ELECTRICAL ONE LINE DIAGRAM 1 1 1 PROPOSED ELECTRICAL ONE LINE DIAGRAM 1 2 1
NOT TO SCALE
NOT TO SCALE
PLANS PREPARED FOR:
•Mobileo
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
� Synergy
mw rnn u��n.
ENGINEERING SEAL:
— DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
KtVISIUNJ:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FINALS
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F PM&A PROJECT:
22_T2M-027
I
HEETDESCRIPTION:
ELECTRICAL ONE
i
LINE DIAGRAM
SHEET NUMBER:
G-2
H-FRAME
DATE
BY
REV
NOTES:
8' PVC PLUG
EE
1. CONNECTION SHALL BE COVERED BY
8' PVC PLUG CPLG.(THIRD.)
AUTOMATIC TRANSFER SWITCH
NO LESS THAN 2" OF CONCRETE.
r/FINISH GRADE
Tc MOUNTED ON PROPOSED H-FRAME
A S
2, ATTEMPT TO MAKE CONNECTION TO A
6-0" RUN OF REBAR OR GREATER.
I
3. APPLY HEAT SHRINK OR ELECTRICAL
ppp
yp
TAPE AROUND THE CONDUCTOR TO
SUBGRADE
e
u
AVOID CORROSION.
w
0 #2 SOLID (TEST LOOP)
PROPOSED FOUNDATION REBAR
Z NOTCH SIDES OF 8' PVC SCH 40 PIPE
C7 c4i TO ALLOW EXIT/EMRANCE OF
vae
wo EXOTHERMIC WELD GROUND RING WIRE
tnn
PROPOSED UL-APPROVED 2-BOLT PARALLEL CONNECTOR
ae. (OR OTHER APPROVED CONNECTION
#2 AWG SOLID TINNED PROPOSED
° a.
TRENCH BorroM
COPPER WIRE IN 1" PVC CONDUIT
p s
ABOVE GRADE TO I
° O
2/0 TINNED CU EXTERNAL
GROUND ROD I
? °n.
cn TOWER GROUND PING WIRE
GROUND LEVEL
EQUIPMENT PAD
GROUND RI o WIRE
,4
s •.
5/8"0 x 10'-d' LONG COPPER CLAD GROUND ROD
NOTES:
•,.I
1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL
2. GROUND WIRE SHALL BE MIN. 3D" BELOW GRADE OR6" BELOW FROST LINE.
//\//\// \/I / yl :"_ \//\\/�
7 I \
•e•° e tea.
(WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 25�50(D)
\\ \\/ \ \
° •e
® °
/ #2 AWG SOLID TINNED COPPER
WIRE CADWELD CONNECTION
///\//\//\ I / //� TO POST IN 3/4" NON-METALLIC
TO GROUND RING
% FLEXIBLE CONDUIT
> EXISTING
GROUND RING
ATS H-FRAME GROUNDING DETAIL
1
CONCRETE PAD GROUND DETAIL
2
INSPECTION WELL DETAIL
3
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
STAINLESS STEEL BOLT
(TYR)
STAINLESS STEEL
FLAT WASHER
2-HOLE CRIMP/ (TYR)
COMPRESSION
59
CONNECTOR
6" WIDE METALLIC HTEL
GRADE WARNING/LOCATOR TAPE AT 12"
GROUND
DEPTH
BAR
ALL METAL CONDUIT INSTALLED IN DIRECT CONTACT WITH THE EARTH SHALL BE CONSIDERED TO BE
INSTALLED IN A SEVERELY CORROSIVE ENVIRONMENT AND IS REQUIRED TO HAVE SUPPLEMENTAL
STAINLESS STEEL
w
PROTECTION AGAINST CORROSION (NEC ARTICLE 34210(8) & 344.10(B)(1)). THIS PROTECTION SHALL EITHER
FLAT WASHER
O
BE AN APPROVED MANUFACTURER INSTALLED PROTECTIVE COATING ONTHE CONDUIT ORSHALL BE (2)
STAINLESS STEEL (TYP)
Z
LAYERS OF 10 MIL PVC PIPE WRAP TAPE INSTALLED USING OPPOSING SPIRAL WRAPS. ON VERTICAL PIPE THEL7
BELLVILLE WASHER STAINLESS STEEL NUT
Z
OUTSIDE LAYER OF TAPE SHALL BE WRAPPED SO AS TO PROVIDE SHEDDING OF WATER (i.e. TAPE SHOULD
(TYP) (TYP)
o = EXOTHERMIC WELD
WRAP IN AN UPWARD DIRECTION WITH LOWER WRAP BEING BENEATH THE WRAP ABOVE). SPIRAL WRAPS
SINGLE CONNECTOR AT GROUND BARS
w
SHALL HAVE A MINIMUM OF 1/4" OVERLAP WITH THE PRECEDING TAPE WRAP. ANY OTHER METHODS OF
CORROSION PROTECTION SHALL REQUIRE APPROVAL BY THE ENGINEER OF RECORD PRIOR TO BEING USED.
— — — — — — —�
STAINLESS STEEL BOLT
STAINLESS STEEL
FLAT WASHER
GROUND RING #2 COPPER WIRE SOLID,
TINNED FOR CARRIER AND ICE BRIDGE
GROUNDLOOP
DRAGON TOOTH WASHER
EMT CONDUIT (CONTRACTOR'S OPTION TO USE IMC OR RMC
(TYP)
GROUND RING 2/0 FOR
WITHOUT A CONNECTOR IN LIEU OF THE EMT)
STEEL
TOWER GROUND LOOP
COMPRESSION CONNECTOR
PVC TAPE WRAP
2-HOLE CRIMP/
RIGID THREADED CONDUIT COUPLING
COMPRESSION STAINLESS STEEL
CONNECTOR FLAT WASHER
(TYP)
STAINLESS STEEL STAINLESS STEEL NUT
(TYP)
BELLVILLE WASHER
GROUND ROD COPPER CLAD
(TYR)
STEEL ROD W/MIN. 5/8 0 x
SINGLE CONNECTOR AT STEEL OBJECTS
STAINLESS STEEL
SELF-DRILLING STAINLESS STEEL
METALSCREW FLAT WASHER
NOTES:
PVC MALE ADAPTER
(TYP) (TYP)
I . GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL
2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE.
2-HOLE CRIMP/
(WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D)
RMC ELBOW
COMPRESSION
CONNECTOR
RIGID THREADED CONDUIT COUPLING
DRAGON TOOTH METALLIC OBJECT
PVC CONDUIT
WASHER
(TYR)
SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS
CONDUIT STUB UP DETAIL
4
HARDWARE DETAIL FOR EXTERIOR CONNECTIONS
5
GROUND ROD DETAIL
6
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
PLANS PREPARED FOR:
Elm m •Mobile:
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
§ Synergy
.in 'n ..i
ENGINEERING SEAL:
- DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
KtVISIUNJ:
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FINALS
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
ELECTRICAL DETAILS
SHEET NUMBER:
G-3
PLANS PREPARED FOR:
• : - •Mobile or
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
� Synergy
mw rnn u��n.
ENGINEERING SEAL:
- DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
KGVISIUNI
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FINALS
09/06/2022
MKL
0
WIRE SIZE BURNDY LUG BOLT SIZE
#6 AWG GREEN INSULATED YA6C-2TC38 3/8"- 16 NO S 2 BOLI
TYPE HIS TYPE 2-YA-2
TYPE XA TYPE YA-2 TYPE GY
#2 AWG SOLID TINNED YA3C-2TC38 3/8"- 16 NO S 2 BOLT
#2 AWG STRANDED YA2C-2TC38 3/8"- 16 NO S 2 BOLT
#2/0 AWG STRANDED YA26-2TC38 3/8"- 16 NO S 2 BOLI
#4/0 AWG STRANDED YA2B-2N 1/2'-16 NO S2 BOLT
TYPE VV TYPE VN
TYPE NO TYPESS TYPE GR
BURNDY GROUND LUG W/
LONG BARREL
HEAT SHRINK
(SEE CHART)
(CLEAR)
NUT
(TYP)
GROUNDING
CONDUCTOR
LOCK WASHER
(TYP)
TYPE VS
TYPE VB
TYPE Pr TYPE Gr'
NOTE:
GROUND BAR BOLT
1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED
(SEE CHART)
FOR THIS PROJECT.
(rYP)
2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN
CONNECTING
GROUND RING TO GROUND ROD.
BURNDY TWO HOLE LUG W/
LONG BARREL
(SEE CHART)
BARE WIRE TO BE
CADWELD GROUNDING CONNECTIONS
'I
1
NO -OX AT BOTH ENDS
STRANDED (GREEN INSULATED) ONLY FOR #6 AWG
NOT TO SCALE
PROPOSED #2 SOLID
(E) WALUCEILING/PAVEMENT
(SEE CHART)
TINNED COPPER WIRE
I
I PROPOSED
I SILICONE
0
NOTES:
CONDUIT (rYP)
I . ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL
VERTICAL UNISTRUT PI000WT-HG. REQUIRED LENGTH PIPE CLAMP
HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE
AS
BASED ON QUANTITY OF CONDUIT TO BE MOUNTED.
FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT.
PROPOSED LIQUID TIGHT FLEXIBLE
INSTALL AT 5'-0" O.C. MAX W/ FASTENER AT EACH END.
NON-METALLIC CONDUIT
(E) WALUCEILING/PAVEMENT
MECHANICAL LUG CONNECTION
2
NOTE:
)
ALL TRENCHING REQUIRED WITHIN COMPOUND
i
NOT TO SCALE
SHALL BE PERFORMED BY HAND -DIGGING ONLY.
I
CONDUIT (rYP)
NOTE: MINIMUM OF
S/S NUT
NOTE:
3 THREADS TO BE
(rYP)
PIPE CLAMP
VISIBLE
(rYP)
CONTRACTOR TO USE CLEAR OR GRAY
S/S SPLIT
SILICONE AS NECESSARY TO SEAL LIQUID
VERTICAL UNISTRUT PIOOOWTHG. REQUIRED LENGTH
WASHER
BASED ON QUANTITY OF CONDUIT TO BE MOUNTED.
2 HOLE LONG
(rYP)
TIGHT FLEXIBLE NON-METALLIC CONDUIT.
INSTALL AT 5'-0" O.C. MAX W/ FASTENER AT EACH END.
BARREL TINNED
SOLID COPPER
LUG
YP)
S/S FLAT
WASHER
HER
(rYP)
GROUND WIRE WEATHERPROOFING
3
CONDUIT WALL CONNECTION DETAIL
4
NOT TO SCALE
NOT TO SCALE
TIN COATED SOLID
COPPER BUS BAR
S/S FLAT
WASHER
®
(TYP)
3/8-I I xl"TAMPER
FINISHED GRADE RESTORE SURFACE TO MATCH
TRENCH
CHERRY INSULATOR
INSTALLED IF REQUIRED
RESISTANT BOLT
ORIGINAL CONDITIONS (rYP)
S/S
(rYP)
(rYP)
INSULATORS
SEE NOTE 2.
(rYP)
LUG DETAIL
5
WALLBRACKE o ®
\\'\�\\� �y�1<� \\\% �\ ��\
0
4
0
Q
Q
%/\
U 3 COMPACTED / / j���j\\/��j�\ /\/ 6'UTILITY WARNING TAPE,
BACKFILL/�� j��j ��/ j \ 12"BELOW GRADE
BURIED
NOT TO SCALE
O
Q
UNDISTURBED
SOIL%\\ \ j
#2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT PIPE
0 UNIVERSAL COPPER
®
FROM 24"BELOW GRADE TO WITHIN 3" TO 6" OF
Q GROUND BAR (4"x20")
_
/ / o
CAD -WELD TERMINATION POINT. EXPOSED END
OF THE LIQUID TIGHT CONDUIT MUST BE SEALED
LOCK WASHER
®
/
WITH SILICONE CAULK.
P/N MIO
UNDERGROUND CONDUITS, SEE
\
(rYP)
PLANS FOR QUANTITY
TWO -HOLE
6°
COMPRESSION LUG
SAND
CADWELD
NOTES:
4" rYP, TO BE VERIFIED WITH LOCAL UTILITY
COMPANY
NOTES:
1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC.
TOWER, PER THE GROUNDING
DOWN CONDUCTOR POLICY QASSTD-10091. NO MODIFICATION OR
1. PROVIDE PVC CONDUIT BELOW GRADE EXCEPT AS NOTED.
DRILLING TO TOWER STEEL IS ALLOWED
IN THE AIR ARE NOT PERMITTED.
IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR
2. PROVIDE RGS CONDUIT & ELBOWS AT STUB UP LOCATIONS Te POLES, EQUIPMENT, etc)
TIE INTO EXISTING GROUND RING
3. PROVIDE RGS CONDUIT BELOW PARKING LOTS & ROADWAYS.
2 OMIT INSULATOR WHEN MOUNTING
TO TOWER STEEL OR PLATFORM STEEL
USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS.
GROUND BAR DETAIL
6
TYPICAL CONDUIT TRENCH DETAIL
7
TRANSITIONING GROUND DETAIL
8
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
PLANS PREPARED FOR:
• : - •Mobile or
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P�
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
� Synergy
mw rnn u��n.
ENGINEERING SEAL:
- DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
KGVISIUNI
DESCRIPTION
DATE
BY
REV
REV. PRELIMINARY
08/19/2022
MKL
B
FINALS
09/06/2022
MKL
0
SITE NAME:
SPRINGFIELD CENTRAL
SITE
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
F PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
ELECTRICAL DETAILS
SHEET NUMBER:
G-4