HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/20/2023LEGAL DESCRIPTION:
N/A
VICINITY MAP
• mMobile
SITE NUMBER:
P004028A
SITE NAME:
SPRINGFIELD CENTRAL
SITE LOCATION:
2037 LAURA ST.
SPRINGFIELD, OR 97477
P004028A-GEN ADD
UTILITY COMPANIES: PROJECT CONTACT LIST:
POWER: BACKHAUL/AAV:
SPRINGFIELD UTILITY BOARD N/A
PHONE: 541-746-8451 PHONE: N/A
LOCATION MAP
DRIVING DIRECTIONS:
FROM LOCAL T—MOBILE PORTLAND OFFICE:
HEAD 5011TH ON SW. BROADWAY TOWARD SW AIDER Sr, 0.2 MI. TURN RIGHT ONTO SW TAYLOR ST, 03 MI. USE THE LEFT LANE TO TACE THE RAMP ONTO 1-4055 0.5 ML MERGE ONTO 1405 S. 0.8 MI. TAKE THE EXIT ON THE LEFT ONTO 1--5 S TOWARD
SAIEA/NMTO PIONY, 105 MI. TAKE CUT 196 FOR OR-588/RAND/ PAPE BELTUNE TOWARD AIRPORT/SPROMiFIEIO/810ENE, 0.2 MI. KEEP LEFT, FOLLOW SIGNS FOR B1.TLNE ROAD/SPRINGFIELD/CA7IEWAY MALL, 0.1 MI.. TURN LEFT ONTO OR -569 E/R*1w PIPE
BEL7LNE, 0.4 MI. CONTINUE ONTO BELTUNE RD,0.4 MI. CONTINUE ONTO MARTIN LUTHER KING JR PKWY, 0.9 MI. SUGHT RIGKr TOWARD HOYDEN BRIDGE WAY, 289 Fr, TURN ROW ONTO MYDEN BRIDGE WAY, 0.1 ML TURN LEFT AT THE IST CROSS STREET ONFO
CARIE FARM RD, 177 Fr. CONTINUE ONO LAURA Sr, 0.4 ML TURN LEFT. DESIWTI N WILL BE IN FRONT OF YOU.
APPLICANT:
T—MOBILE USA, INC.
830 NE HOLLADAY ST.
PORTLAND, OR 97232
CONTACT: JAKE WARREN
JACOB. WARREN 440T—M 0 BI LE. COM
PHONE: 918-361-9516
PROJECT A&E:
P. MARSHALL & ASSOCIATES, LLC.
6801 PORTWEST DR., #100
HOUSTON, TX 77024
PROJECT ENGINEER:
CHAD WILHOIT, P.E.
CWILHOIT®PMASS.COM
PROJECT MANAGER:
REESE MINOGUE
RMINOGUE®PMASS.COM
PROJECT INFORMATION:
PROPERTY OWNER:
JOHN H HYLAND SURVIVOR'S TRUST
PO BOX 7867
SPRINGFIELD, OREGON 97475
SITE ACQUISITION &
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
GCHAFFINOSYNERGY.CC
PHONE: 209-304-6424
CODE INFORMATION:
ZONING CLASSIFICATION: MIXED USE LMI & CC
BUILDING CODE: 2019 OSSC/2018 IBC, 2019 OMSC/2018
MC, 2017 OESC/2017 NEC
CONSTRUCTION TYPE: IIB
OCCUPANCY: U,S-2
JURISDICTION: CITY OF SPRINGFIELD
PROPOSED BUILDING USE: UNMANNED TELECOM
PROJECT DESCRIPTION:
SITE LOCATION NAD83 T—MOBILE PROPOSES (PER RFDS P00402BA—GEN ADD) TO MODIFY AN
LATITUDE: 44' 03' 55.40N (44.065389') EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH:
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 THE REMOVAL OF:
• REMOVE CAM LOK GENERATOR CONNECTION
• E ■ •Mobile-
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
RPM
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUS'T'ON, T% 77024
ENGINEERING SEAL,
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.
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
PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION.
TITLE SHEET
SHEET NUMBER:
T-1
PROJECT LEASE AREA:
PARCEL NUMBER:
REVIEWERS SHALL CLEARLY
PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
N/A
1703271002200
APPROVED BY:
DATE: SIGNATURE. APPROVED BY: DATE: SIGNATURE:
---- -
-- -- -----
NEW IMPERVIOUS AREA:
AREA OF PARCEL:
THE ADDITION OF:
PROJECT MANAGER:
RF ENGINEER:
—
SITE ACQUISTION:
— -- - —
OPERATIONS MANAGER:
0 SF
1.43 ACRES
ADD NEW 48KW GENERAL DIESEL GENERATOR WITH 240
--- ----
- r-------------- ------ --- ----
A/
GALLON TANK ON PROPOSED 4'-0"X9'-0" CONCRETE
ZONING:
1DEVELOPMENT MANAGER:
INFORMATION:
GENERATOR PAD.
- — ---- ----
CONSTRUCTION MANAGER:
— — --------
REGULATORY:
Low.
Know what's BELOW.
COII before dig.
ADD NEW 200A ATS ON T—MOBILE EXISTING H—FRAME.
PARKING REQUIREMENTS ARE UNCHANGED
_
you
ADD NEW FIRE EXTINGUISHER AND SITE SIGNAGE.
CONSTRUCTION MANAGER
www.call8ll.com
TRAFFIC IS UNAFFECTED
SIGNAGE IS PROPOSED
• E ■ •Mobile-
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
RPM
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUS'T'ON, T% 77024
ENGINEERING SEAL,
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.
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
PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION.
TITLE SHEET
SHEET NUMBER:
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 WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND
APPURTENANCES, AND LABOR NECESSARY TO 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 LIKELY TO BE AFFECTED BY THE 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
REPRESENT THE 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 OCCUPATfONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS.
10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% 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 -B, 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 1/16" DIA.
LARGER THAN BOLT, U.N.O.
5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 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
PLACE ON (2) VISIBLE SIDES OF
NEW GENERATOR TANK
11" X 11"SIGN
PLACE ON (2) VISIBLE SIDES OF
NEW GENERATOR TANK
15" X 12" SIGN
PLACE ON VISIBLE SIDE OF
NEW GENERATOR TANK
10" X 7" SIGN
EMERGENCY CONTACTS
T -MOBILE CONTACT'. NAME
PHONE#: (xxx)xxx-xxxx
SITE OWNER CONTACT: NAME
PHONE* (X=xxx-xxxx
PLACE ON EXTERIOR OF EXISTING SHELTER
OR NEAR EXISTING T -MOBILE LEASE AREA
5" X 3" SIGN
PLACE ON (2) VISIBLE SIDES OF
NEW GENERATOR TANK
18" X 18" SIGN
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 •Mobile••
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:�� , pip�
0
Q
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUTTEE 100
HOUSTON, TX 77024
MW rMRiIYGR:
ENGINEERING SEAL:
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.
REVISIONS:
DESCRIPTION I 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
FPM&A PROJECT.
22T2M-027
SHEET DESCRIPTION:
GENERAL NOTES
SHEEP NUMBER:
GN -1
PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM
PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PMS.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.
GENERAL NOTES
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 CONSTRUCTIO
MANAGER OF ANY DISCREPANCIES.
2. PARCEL DATA SHOWN WAS TAKEN FROM
INFORMATION PROVIDED BY GOGGLE 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
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 OF THE 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
40' 20' 0 40' 1 "=80'-0" f 1 x17)
Ego
PLAN
1V 1. fVR:
• • • Mobile ••
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
plvm
P. MARSHALL & ASSOCIATES
6801 PORTWEST' DR., SUITE 100
HOUSTON, TX 77024
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.
KLVISwNS
DESCRIPTION DATE BY (REV
REV. PRELIMINARY 108/19/2022_ MKL I B
FINALS(09/06/2022 ( MKL 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PMcA PROJECT:
22_T2M-027
SHEET DESCRIPTION:
OVERALL PROPERTY
PLAN
SHEET NUMBER:
Z-1
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 C ENERAC DIESEL GENERATOR WITH 240
GALLON TANK ON PROPOSED 4-0'X4'-0" CONCRETE
GENERATOR PAD ADD SIGNAGE.
• ADD NEW 200A ATS FIRE EXTINGUISHER ON EXISTING H -FRAME.
(E) UTILITY COVER J l
(E) COMPOUND
ACCESS GATE
1
Y-
01
3 1
1
(E) 148'-11"
MONOPOLE
A_
TOWER
` (E)TOWER ,
FOUNDATIONS
PAD TYPI)
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1 _
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(E) 15FT X 25FT
I t• LEASE AREA
4
(E) 15FT X 15FT
i.
LEASE AREA (TYP.)
(E) T MOBILE
x ICE BRIDGE
x
(UIPMENBILEB', RX : A-
EQUIPMENT PAD, REF: A 2
1,
(E) T -MOBILE
t
UTILITY FRAME,:
IE) T-MO11
81
UTILITY METER
X ._.
(E) MULTI -TENANT
UTILITY FRAME
el
EXISTING OVERALL SITE PLAN 1 1
3/32"=1'-0" (11x17)
11
..--1 — X
i
t
1
t
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)
1 i
� (E) CARRIER
ICE BRIDGE - ` 1
(E) COMPOUND — 02 1 (E) CHAIN-LINK
ACCESS GATE A-3 1 ' (U CARRIER
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MONOPOLE t• Tt 1 I,
TOWER 1 it 1 (E) 15FT X 25FT
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LEASE
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T
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_ 4 EQUIPMENT PAD, REF: A 2
ttt t
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FRAME , �St 1 •t ;1
1 I I
I 1
1 uo
J
(P) T -MOBILE
1 GENERATOR AREA
x
(U T -MOBIL_
UTILITY METER
___ X —
(E) MULTI -TENANT
UTILITY FRAME
PROPOSED OVERALL SITE PLAN
_
3/16"=] -0" (FULL SIZE) ..__
2' 0 4' 3/32"=1'-0" (17x17)
a
K
PLANS PREPARED FOR:
• 0 mMobileo
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
p '�' 0
1m,
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUS'T'ON, TX 77024
ENGINEERING SEAL:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
1 -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF 'r -MOBILE.
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
r PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
OVERALL SITE PLAN
SHEET NUMBER:
A-1
(U T -MOBIL_
UTILITY METER
___ X —
(E) MULTI -TENANT
UTILITY FRAME
PROPOSED OVERALL SITE PLAN
_
3/16"=] -0" (FULL SIZE) ..__
2' 0 4' 3/32"=1'-0" (17x17)
a
K
PLANS PREPARED FOR:
• 0 mMobileo
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
p '�' 0
1m,
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUS'T'ON, TX 77024
ENGINEERING SEAL:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
1 -MOBILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF 'r -MOBILE.
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
r PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
OVERALL SITE PLAN
SHEET NUMBER:
A-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'-0" CONCRETE
GENERATOR PAD. ADD SIGNAGE.
• ADD NEW 200A ATS, FIRE EXTINGUISHER ON EXISTING H -FRAME.
(E) T -MOBILE ICE BRIDGE
(HATCH NOT SHOWN FOR CLARITY)
(E) T -MOBILE
r
UTILITY FRAME -4
\
(E) T -MOBILE CAM LOK
TO BE REMOVED
�I\
(E) T -MOBILE
200A PPC PANEL
(E) T -MOBILE
TELCO CABINET
(E) T -MOBILE
GPS ANTENNA
X-__ _. X __--. x __--._-___ , —--._.__-- X
(E) T -MOBILE ICE BRIDGE
(HATCH NOT SHOWN FOR CLARITY)
(P) T -MOBILE FIRE
EXTINGUISHER IN
WEATHER PROOF
ENCLOSURE
(P) T -MOBILE 200A ATS,
MOUNTED TO EXISTING H -FRAME.
(FIELD VERIFY FOR 3FT FRONT
CLEARANCE)
(E) T -MOBILE
200A PPC PANEL
4) FMOBILE GENERATOR
3-0'' WORKING CLEARANCE
14'-7"+
00
O IP) T MCBI E GENERAC 48KW
GENERATOR WITH 240 GALLON
ii DIESEL FUEL TANK
)i< I
(E) T -MOBILE
TELCO CABINET
(0
GPS
(P) T -MOBILE 4'-0" X9'-0'
CONCREIE GENERATOR PAD
(E) T -MOBILE
LB3 CABINET
(E) T -MOBILE
HPL3 CABINET
1E) T -MOBILE ICE 1\
BRIDGE POST (TYP.)
'A
•4
(E) T -MOBILE
OVP (TYP.)
IE) T -MOBILE
LB3 CABINET
(E) T -MOBILE
SERVICE LIGHT
(E) T -MOBILE 8'-0'X10'-0"
EQUIPMENT PAD
X
ri
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r
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ij z FENCED COMPOUND
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it
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4
\
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EXISTING ENLARGED EQUIPMENT PLA
�oioamiooDi m�oror 1 /T=1'_0" (FULL SIZE)
2' 1' 0 2' 1/4"=1'-0" (11x17)
(E)T-MOBILE
HPL3 CABINEI
(E) T -MOBILE ICE
BRIDGE POST (TYP.)
P
a
_4---'" (E) T -MOBILE
OVP (TYP.)
(E) T -MOBILE
UTILITY FRAME
(E) T -MOBILE
SERVICE LIGHT
(E) T -MOBILE 8'-0"X10'-0"
EQUIPMENT PAD
\1
1 (E) CHAIN-LINK
1� FENCED COMPOUND
4”
UTILITY METER
(E) MULTI -TENANT
UTILITY FRAME
16'-2"1:
t
B - - - -
_ X
PROPOSED ENLARGED EQUIPMENT PLAN 2
n .1/2 -1'-0" (FULL SIZE) -
z V 0 2' 1/4=F-0"(IIx17)
PLANS PREPARED FOR:
• • 0 •Mobile ••
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
u` o
P. MARSHALL & ASSOCIATES
6801 PORTWES'T DR., SUITE 100
HOUSTON, TX 77024
LIY VIIYGLRIIYV JV\L:
VIVV„1\V IYVIIVG
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 -h OBILE.
DESCRIPTION DATE BY REV
REV. PRELIMINARY 08/19/2022 MKL B
FINALS 09/06/20221 MKL 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
r PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
ENLARGED
EQUIPMENT PLAN
SHEET NUMBER:
A-2
— 2
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:'
CONCRETE PAD
IMPOUND FENCE
EXISTING EQUIPMENT ELEVATION
a 1 1/2"=1'-0" (FULL SI
0 2' 1/4"=1'-0" (11x17)
PROPOSED
2' 1'
MPOUND FENCE
EQUIPMENT ELEVATION
1/4"=1'-0" (11x1
2
PLANS PREPARED FOR:
• • ■ •Mobile•°
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
rua MLrn LW OT:
ppm
P. MARSHALL & ASSOCIATES
6801 PDXIWEST DR-, SUITE, 100
HOUSTON, TX 77024
= 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.
REVISIONS:
DESCRIPTION DATE BY REV
REV. PRELIMINARY :08/19/20227 MKL B
FINALS 09/06/2022: MKIL 0
_____....
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PM&A PROJECT:
I 22_T2M-027
SHEET DESCRIPTION:
EQUIPMENT ELEVATIONS
SHEET NUMBER:
A-3
4
CONCRETE SLAB
PROPOSED 5/8" DIAMETER, HILTI KWIK BOLT TZ ANCHOR WITH 3-5/8"
NOMINAL EMBEDMENT IICC 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
EQUIPMENT
LOCK BASE FRAME
WASHER
PLATE
WASHER
r
N
w
� Y
� f U
r
zi
EQUIPMENT ANCHOR DETAIL
NOT TO SCALE
-EXISTING H -FRAME
-3/8" STAINLESS
STEEL BOLTS AND
WASHERS (TYP.)
AUTOMATIC TRANSFER
SWITCH MOUNTED ON
H -FRAME
-PROPOSED FIRE
EXTINGUISHER
\-P1000 UNISTRUT
CROSS MEMBER
(TYP.)
- PROPOSED
CONDUIT
GROUND LEVEL
TYP.)
T
ATS H -FRAME DETAIL 2
SCALE
A-7
OUTLINE OF GENERATOR
TANK FOOTPRINT
5/&'0 EMBED HILTI KWIK BOLT TZ2-SS 304
EXPANSION ANCHOR (OR APPROVED EQUAL).
SLAB ON
GRADE
(SEE 'PLAN)
��t0 `apN
#4 912" OC EACH
WAY, CENTER IN SLAB-/
CRUSHED ROCK
1. 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 If c) OF 2,500 PSI.
B CEMENT SHALL BE "LOW -ALKALI' TYPE IIA (MODERATE SULFATE RESISTANCE, AIR ENTRAINING) CONFORMING TO ASTM C150.
C MAXIMUM WATER/CEMENT RATIO 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 CONCREIE MIX SHALL BE SUBMITTED TO THE CROWN CASTLE CONSTRUCTION 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.
S. 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 COMPLETION OF THE FOUNDATION 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:
1. 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-BSPLICES. 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:
1. 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 957 OF MAXIMUM DENSITY AS
DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
SOIL NOTES:
1. 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 FREEDRAININGMATERIAL 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 D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
MECHANICAL ANCHOR NOTES:
1. HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE
ADHESIVE PACKAGING.
2. CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAL/HORIZONTAL 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.
THICKENED 1 1.4„
SLAB EDGE)
(2); -5 CONT
A -A SECTION
V CHAMFER (TYP)
4" (VARIES, 4" MAX)
C GRADE
DEPTH PER
FROSTLINE
' CLR
44" CLR
CONCRETE PAD DETAIL 3
NOT TO SCALE
• • •Mobile •r
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
pli
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUTLE 100
HOUSTON, TX 77024
mv. rnn„¢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.
REVISIONS:
DESCRIPTION DATE BY REV
REV. PRELIMINARY 08/19/2022 MKL 8
FINALS 09/06/2022 MKL 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
EQUIPMENT DETAILS
SHEET NUMBER:
A-4
I,
a
i
O
,�
A
SLAB REINF., ♦
I`
SEE SECTION A -A
Ip
% oxc
m
1
w
O
d
0 0
0
rl0
OUTLINE OF GENERATOR
TANK FOOTPRINT
5/&'0 EMBED HILTI KWIK BOLT TZ2-SS 304
EXPANSION ANCHOR (OR APPROVED EQUAL).
SLAB ON
GRADE
(SEE 'PLAN)
��t0 `apN
#4 912" OC EACH
WAY, CENTER IN SLAB-/
CRUSHED ROCK
1. 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 If c) OF 2,500 PSI.
B CEMENT SHALL BE "LOW -ALKALI' TYPE IIA (MODERATE SULFATE RESISTANCE, AIR ENTRAINING) CONFORMING TO ASTM C150.
C MAXIMUM WATER/CEMENT RATIO 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 CONCREIE MIX SHALL BE SUBMITTED TO THE CROWN CASTLE CONSTRUCTION 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.
S. 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 COMPLETION OF THE FOUNDATION 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:
1. 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-BSPLICES. 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:
1. 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 957 OF MAXIMUM DENSITY AS
DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
SOIL NOTES:
1. 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 FREEDRAININGMATERIAL 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 D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC
RECOMMENDATIONS.
MECHANICAL ANCHOR NOTES:
1. HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE
ADHESIVE PACKAGING.
2. CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAL/HORIZONTAL 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.
THICKENED 1 1.4„
SLAB EDGE)
(2); -5 CONT
A -A SECTION
V CHAMFER (TYP)
4" (VARIES, 4" MAX)
C GRADE
DEPTH PER
FROSTLINE
' CLR
44" CLR
CONCRETE PAD DETAIL 3
NOT TO SCALE
• • •Mobile •r
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
pli
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUTLE 100
HOUSTON, TX 77024
mv. rnn„¢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.
REVISIONS:
DESCRIPTION DATE BY REV
REV. PRELIMINARY 08/19/2022 MKL 8
FINALS 09/06/2022 MKL 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
EQUIPMENT DETAILS
SHEET NUMBER:
A-4
GENERAC OR APPROVED EQUAL
Withstand Current - 600 Volt
GTS Series
24"
(47/16"
GTS Rated Amps
100
150
200
300
400
Maximum RMS Symmetrical
tV
d
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
12"
AUTOMATIC TRANSFER SWITCH DETAILS 1
NOT TO SCALE
ICE: BRIDGE MATERIAL BY COMMSCOPE OR APPROVED EQUIVALENT
(2) 1-518"0
U -BOLTS AND
WELD TO EA
PIPE COLUMN
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CONTINUOUS
UNISTRUT
PIPE CAP
40 W. FLOODLIGHT W /2" ADJ
FITTER MOUNT MFR. LITHONIA
LIGHTING (PART NO. QTE LED
P2 40K 120 THK DDB OR
APPROVED EQUIVALENT)
—
Y ROOF SHALL BE GROUNDED TO VERTICAL STL PIPE
AT EACH OF (4) CORNERS PLUS (2) AT MID -SPAN (W/
ID LEADS EXOTHERMICALLY WELDED TO PIPE)
3" x 2' WIDE x 12 GA. GALVANIZED
STEEL GRIP STRUT GRATING
BOLTED TO UNISTRUT AT EACH
END (4 -BOLTS TYP)
P
'
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GROUNDING RIN. O
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T3010GPR 20A DUEL GFCI
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3" STD PIPE 1 �) APPROVED EQUIVALENT—
COLUMN TY
(2)4"X4,. A
SQUARE
CONCRETE
PAVERS(TYP
EACH POST)
ICE BRIDGE CANOPY DETAI_LS_= 2
NOT TO SCALE
PLANS PREPARED FOR:
• • • •Mobile o
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
r�40 rrtcrn LU OT:
4-
INM
�,
P. MARSHALL & ASSOCIATES
6501 PORT XT ST DR-, SUITE 100
HOUSTON,'1 X 77024
mv, rnnirv�rt:
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.
REVISIONS:
DESCRIPTION DATE BY REV
REV. PRELIMINARYO8/19/20_222MKL B.....
FINALS .09/06/2022. MKL. 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
EQUIPMENT DETAILS
SHEET NUMBER:
A-5
24"
(47/16"
o
tV
d
I
a
12"
AUTOMATIC TRANSFER SWITCH DETAILS 1
NOT TO SCALE
ICE: BRIDGE MATERIAL BY COMMSCOPE OR APPROVED EQUIVALENT
(2) 1-518"0
U -BOLTS AND
WELD TO EA
PIPE COLUMN
C7X9.8 W/
CONTINUOUS
UNISTRUT
PIPE CAP
40 W. FLOODLIGHT W /2" ADJ
FITTER MOUNT MFR. LITHONIA
LIGHTING (PART NO. QTE LED
P2 40K 120 THK DDB OR
APPROVED EQUIVALENT)
—
Y ROOF SHALL BE GROUNDED TO VERTICAL STL PIPE
AT EACH OF (4) CORNERS PLUS (2) AT MID -SPAN (W/
ID LEADS EXOTHERMICALLY WELDED TO PIPE)
3" x 2' WIDE x 12 GA. GALVANIZED
STEEL GRIP STRUT GRATING
BOLTED TO UNISTRUT AT EACH
END (4 -BOLTS TYP)
P
'
\ J
GROUNDING RIN. O
MIDWEST ELECTRIC
T3010GPR 20A DUEL GFCI
GALVANIZED OUTLET W/ 12 HR TIMER OR
3" STD PIPE 1 �) APPROVED EQUIVALENT—
COLUMN TY
(2)4"X4,. A
SQUARE
CONCRETE
PAVERS(TYP
EACH POST)
ICE BRIDGE CANOPY DETAI_LS_= 2
NOT TO SCALE
PLANS PREPARED FOR:
• • • •Mobile o
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
r�40 rrtcrn LU OT:
4-
INM
�,
P. MARSHALL & ASSOCIATES
6501 PORT XT ST DR-, SUITE 100
HOUSTON,'1 X 77024
mv, rnnirv�rt:
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.
REVISIONS:
DESCRIPTION DATE BY REV
REV. PRELIMINARYO8/19/20_222MKL B.....
FINALS .09/06/2022. MKL. 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTION:
EQUIPMENT DETAILS
SHEET NUMBER:
A-5
uIEF-8
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DIESEL TANK CHECKLIST:
READILY ACCESSIBLE MANUAL SHUTOFF VALVES SHALL BE INSTALLED ON SUPPLY PIPING AT THE POINT OF USE AND THE TANK (CFC 5003.2.2.1)
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 UTILIZED (NFPA 30 22.11.4)
+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 (IFC 5003.5)
+"NO SMOKING" (IFC 5003.7.1)
+ EH&S
+ OWNER CONTACTS
CRASH PROTECTION COMPLYING WITH FC 312 SHALL BE PROVIDED (CFC 501 (IF APPLICABLE)
GENERATOR FEATURES:
GENERATORS SHALL BE UL 2200 LISTED AND COMPLY WITH NFPA 37 AND NFPA 110. (CFC 604J 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 9.2.1.11
DOUBLE WALL FUEL TANK BASE SPECIFICATION:
REF: T -MOBILE GENERATOR PACKAGE
UL REGISTRATION NUMBER: MH I8459
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 3S PSI AND LEAK -CHECKED TO ENSURE
INTEGRITY OF SUB BASE WELD SEAMS PER LI 42 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, SIZED 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:
1. CONSTRUCTION, INSTALLATION, MAINTENANCE, & OPERATIONAL TESTING OF EPSS SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF
NAPA 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
• • • •Mobile •°
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
0 IS
P _,Nm
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
mW rMISIivL ;
ENGINEERING SEAL:
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.
REVISIONS:
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
L
EET DESCRIPTION:
GENERATOR DETAILS
SHEET NUMBER:
A-6
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DIESEL TANK CHECKLIST:
READILY ACCESSIBLE MANUAL SHUTOFF VALVES SHALL BE INSTALLED ON SUPPLY PIPING AT THE POINT OF USE AND THE TANK (CFC 5003.2.2.1)
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 UTILIZED (NFPA 30 22.11.4)
+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 (IFC 5003.5)
+"NO SMOKING" (IFC 5003.7.1)
+ EH&S
+ OWNER CONTACTS
CRASH PROTECTION COMPLYING WITH FC 312 SHALL BE PROVIDED (CFC 501 (IF APPLICABLE)
GENERATOR FEATURES:
GENERATORS SHALL BE UL 2200 LISTED AND COMPLY WITH NFPA 37 AND NFPA 110. (CFC 604J 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 9.2.1.11
DOUBLE WALL FUEL TANK BASE SPECIFICATION:
REF: T -MOBILE GENERATOR PACKAGE
UL REGISTRATION NUMBER: MH I8459
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 3S PSI AND LEAK -CHECKED TO ENSURE
INTEGRITY OF SUB BASE WELD SEAMS PER LI 42 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, SIZED 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:
1. CONSTRUCTION, INSTALLATION, MAINTENANCE, & OPERATIONAL TESTING OF EPSS SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF
NAPA 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
• • • •Mobile •°
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
0 IS
P _,Nm
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
mW rMISIivL ;
ENGINEERING SEAL:
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.
REVISIONS:
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
L
EET DESCRIPTION:
GENERATOR DETAILS
SHEET NUMBER:
A-6
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GENERATOR DETAILS 1
NOT TO SCALE
• • 0 •Mobile m
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
ppm
P. MARSHALL & ASSOCIATES
6801 PORT LST DR, SUTTT3100
HOUSTON, TX 77024
mW rmlNtm:
ovvnvrcnnw avw:
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.
RE)ASIONS:
DESCRIPTION DATE BY ! REV
REV. PRELIMINARY 08/19/2022�I MKL 8....
FINALS '',..09/06/2022' MKL 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
r PM&A PROJECT:
22_T2M-027
SHEET DESCRIPTIO 4.
GENERATOR DETAILS
SHEET NUMBER:
A-7
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
I, 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
EI
(E) T -MOBILE ICE BRIDGE _
(HATCH NOT SHOWN FOR CLARITY)
IE) T -MOBILE
H
UTILITY FRAME*' (E) T -MOBILE
LB3CABINET 'r •••
y i C
t
(E) T -MOBILE CAM LOK \ it r :• _ - r
TO BE REMOVED 4 'r
i--�4r st y yr r (E)T-MOBILE
i tr H. t 4 SERVICE LIGHT ty
r
t 11. (E) T -MOBILE
1 t'• HPL3 CABINET A -
(E)
(E) T -MOBILE
200A PPC PANEL --' 1 --' 1 (EJ CHAIN-LINK
FENCED COMPOUND
'r t (E) T -MOBILE ICE
{ r BRIDGE POST (TYP.)
1
\ 1
t
(E)T-MOBILE��
TELCO CABINET 't y i •;�- t _-'" tt t.
a
9 t t t _ rr
t 4
y •y - '� r (E)T-MOBILES'-0"X10`-0" t
(0 T -MOBILE EQUIPMENT PAD
OVP (TYP.) iy /- (E) MULTI -TENANT
./( UTILITY FRAME
(E) T -MOBILE CONDUIT FOR
POWER TO BE RELOCATED
X _ x - L., - y _ _-_ X
(El 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
r
C
-° (E)T-MOBILE
UTILITY METER
x _- X -.._-_- - x
(E) T -MOBILE
L53 CABINET
(E) T -MOBILE
HPL3 CABINE
(E) T -MOBILE
OVP (TYP.)
_e
(E) T -MOBILE
UTILITY FRAME
(E) T -MOBILE
SERVICE LIGHT
(E) T -MOBILE ICE
BRIDGE POST (TYP.)
1
`� --------
(E) T -MOBILE 8'-0"XI0'-0"
EQUIPMENT PAD
\ (E) CHAIN-LINK
It� FENCED COMPOUND
4
\
t
x
1y
x
(E) MULTI -TENANT
UTILITY FRAME
r --e
— e
1 (E) T -MOBILE
UTILITY METER
1
x - X x — - -- x - -- x --`
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
CRITERIA IS GREATER.
ACCESS NOTE: PROVIDE 3'-0" MINIMUM NEC AND OSHA ACCESS
CLEARANCE FOR ALL GENERATOR ACCESS DOORS AND AC
POWER PANELS (TYP.)
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 13/8"
UNISTRUT OR EQUIVALENT.
TRENCHING NOTE: THE CONTRACTOR SHALL HAND DIG ALL
CONDUIT TRENCHES LOCATED WITHIN THE EXISTING FENCED
COMPOUND.
EXISTING ELECTRICAL SITE PLAN 1
1/2"=1'-O" (FULL SIZE)
00
�)
C
r
(�
(P) T -MOBILE GENERAC 48KW
EXISTING T -MOBILE METER TO PROPOSED ATS. [20+/- LF]
GENERATOR P/iTH 240 GALLON
PROPOSED (1) 2" SON. 40 PVC CONDUIT FOR POWER ROUTED FROM
0
DIESEL FUEL TANK
O
PROPOSED 2" SCH. 40 PVC CONDUIT FOR BACKUP POWER FROM
PROPOSED 200A ATS TO PROPOSED GENERATOR (TYP.) [15+/- LFI.
PROPOSED 1"SCH. 40 PVC CONDUIT FOR REMOTE START WITH RELAY
C
-° (E)T-MOBILE
UTILITY METER
x _- X -.._-_- - x
(E) T -MOBILE
L53 CABINET
(E) T -MOBILE
HPL3 CABINE
(E) T -MOBILE
OVP (TYP.)
_e
(E) T -MOBILE
UTILITY FRAME
(E) T -MOBILE
SERVICE LIGHT
(E) T -MOBILE ICE
BRIDGE POST (TYP.)
1
`� --------
(E) T -MOBILE 8'-0"XI0'-0"
EQUIPMENT PAD
\ (E) CHAIN-LINK
It� FENCED COMPOUND
4
\
t
x
1y
x
(E) MULTI -TENANT
UTILITY FRAME
r --e
— e
1 (E) T -MOBILE
UTILITY METER
1
x - X x — - -- x - -- x --`
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
CRITERIA IS GREATER.
ACCESS NOTE: PROVIDE 3'-0" MINIMUM NEC AND OSHA ACCESS
CLEARANCE FOR ALL GENERATOR ACCESS DOORS AND AC
POWER PANELS (TYP.)
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 13/8"
UNISTRUT OR EQUIVALENT.
TRENCHING NOTE: THE CONTRACTOR SHALL HAND DIG ALL
CONDUIT TRENCHES LOCATED WITHIN THE EXISTING FENCED
COMPOUND.
EXISTING ELECTRICAL SITE PLAN 1
1/2"=1'-O" (FULL SIZE)
2' 1 0
2' 1/4"=1'-0" (11x17)
ELECTRICAL KEY NOTES:
oEXISTING
(1) 2" SCH. 40 PVC CONDUIT FOR POWER REROUTED FROM
EXISTING T -MOBILE METER TO PROPOSED ATS. [20+/- LF]
PROPOSED (1) 2" SON. 40 PVC CONDUIT FOR POWER ROUTED FROM
0
PROPOSED ATS TO EXISTING PPC. [5+/- LF]
PROPOSED 2" SCH. 40 PVC CONDUIT FOR BACKUP POWER FROM
PROPOSED 200A ATS TO PROPOSED GENERATOR (TYP.) [15+/- LFI.
PROPOSED 1"SCH. 40 PVC CONDUIT FOR REMOTE START WITH RELAY
04
�J
FROM PROPOSED 200A ATS TO PROPOSED GENERATOR (15+/- LF].
C�/PROPOSED
I"SCH. 40 PVC CONDUIT FOR HEATER BLOCK AND BATTERY CHARGER
FROM EXISTING 200A PPC TO PROPOSED GENERATOR [10+/- LFI.
/
PROPOSED (1) I"SCH.40 PVC CONDUIT FOR FOR GENERATOR ALARM
FROM T -MOBILE GENERATOR TO EXISTING HPL3 CABINET [15+/- LF].
GROUNDING KEY NOTES:
❑j
PROPOSED #2 AWG BARETINNED SOLID COPPER WIRE: 2 -HOLE
LUG CONNECTION FROM EQUIPMENTTO EXISTING GROUND RING.
GROUND PER MANUFACTURER SPECIFICATIONS
NOTES:
i. 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 SITE PLAN 12
oioi000000i� r„oi iin 1/2"=I' -O” (FULL SIZE)
2' V 0 2'. 1/4-1'-0"(11x17)
■ ■ ■ ■M®bfle is
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
P. MARSHALL & ASSOCIATES
6801 POR'PWLT,ST DR., SUITE 100
TIOUSTON,'I'X 77024
MLA VAKINLM
- ENGINEERING SEAL:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
T-MOSILE AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF T -MOBILE.
� RCYIJNIYJ.
DESCRIPTION DATE BY REV
REV PRELIMINARY 08/19/20221 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 SITE PLAN
SHEEP NUMBER:
G-1
MITY' POWER SOURCE
SERVICE
DISCONNECT/
343/0 AWG #6 AWG EG
2 CONDUIT TO BE REROUTED
M rI UTILITY METER 120/')40 VAC
200A
UN TO
— - 'ND RING
(E) T -MOBILE GEN CAM
�CAM� ' LOK TO BE REMOVED
LOK
TO UTILITY PO,! , SOURCE:
,cRVICE
L:Sc CNNECT/
rE,<:U BREAKER
EXISTING REROUTED 343/0 AWG
+ #6 AWG EG IN 2' CONDUIT
PROPOSED 200A ATS
120/24OV, 1 PH, 3W, NEMA3R
PROPOSED (3) 3/0AWG +-
#6 AWG EG IN 2' CONDUIT
M ) UTUTY METER 120/240 VAC
ti
'200A
200A60)200A 0 I
� j q L (E) T -MOBILE GENERATOR 200A
A200AT
u
CONDUITS TO BE REMOVED
E
'--REMOVE (E) 200A E N
V Lk GENERATOR BREAKER
u,
i �2'ODA, 120/24OV, _
REMOVE (E) MECHANICAL NEMA SO, PPC
r!STINtl KjOA, 1201240V. — 200A MTS i
INTERLOCK � -
k,.N1r 3R, PPC —
EXISTING ELECTRICAL ONE LINE DIAGRAM
NOT TO SCALE
NOTE: THE GENERATOR USED IN
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
T>TD T ? T -MOBILE 48KW 120/24OV, DIESEL
C3 GUA0 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
T CONDUIT 200A
(185 LF MAX) 48KW
GEN
1" CONDUIT FOR GEN REMOTE
START TO ATS RELAY
1" CONDUIT FOR GEN ALARM
TO CABINET ALARM BLOCK
4-#12 AWG,1-#12 AWG EG, 1" CONDUIT
(FOR GEN HEATER & BATT. CHARGER)
PROPOSED (2)
20A/IP BREAKERS
7 i PROPOSED ELECTRICAL ONE LINE DIAGRAM
NOT TO SCALE
N
....Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY:
Yuact
P. MARSHALL &
ASSOCIATES
6801 PORTWP.ST
HOUSTON,
DR., SUITE 100
T% 77024
u.vn¢mmv arra
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.
REVISIONS:
DESCRIPTIONDATE BY : REV
REV. PRELIMINARY 08/19/2022 MKL 8
FINALS 09/06/2022 MKL 1 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
r PM&A PROJECT.,
22_T2M-027
SHEET DESCRIPTION:
ELECTRICAL ONE
LINE DIAGRAM
SHEET NUMBER:
G-2
H -FRAME
AUTOMATIC TRANSFER SWITCH
MOUNTED ON PROPOSED H -FRAME
.ATS
#2 AWG SOLID TINNEDI PROPOSE
COPPER WIRE IN 1" PVC CONDUIT
ABOVE GRADE TO I
GROUND ROD Tf I �!
\
\, #2 AWG SOLID TINNED COPPER
WIRE CADWELD CONNECTION
TO POST 1N 3/4" NON-METALLIC
yj \ FLEXIBLE CONDUIT
EXISTING
GROUND RING
C ,A
%i C 0
ATS H -FRAME GROUNDING DETAIL 1 1
NOT TO SCALE
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
PROTECTION AGAINST CORROSION (NEC ARTICLE 342.10(8) & 344.10(8)(1)). THIS PROTECTION SHALL EITHER
BE AN APPROVED MANUFACTURER INSTALLED PROTECTIVE COATING ON IHE CONDUIT OR SHALL BE (2)
LAYERS OF 10 MIL PVC PIPE WRAP TAPE INSTALLED USING OPPOSING SPIRAL WRAPS. ON VERTICAL PIPE THE
OUTSIDE LAYER OF TAPE SHALL BE WRAPPED 50 AS TO PROVIDE SHEDDING OF WATER (i.e. TAPE SHOULD
WRAP IN AN UPWARD DIRECTION WITH LOWER WRAP BEING BENEATH THE WRAP ABOVE). SPIRAL WRAPS
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.
' fEMT CONDUIT (CONTRACTOR'S OPTION TO USE IMC OR RMC
WITHOUT A CONNECTOR IN LIEU OF THE EMT)
/// COMPRESSION CONNECTOR
PVC TAPE WRAP
� RIGID THREADED CONDUIT COUPLING
PVC MALE ADAPTER
RMC ELBOW
RIGID THREADED CONDUIT COUPLING
PVC CONDUIT
CONDUIT wSTUB UP DETAIL 4
NOT TO SCALE
NOTES:
1. CONNECTION SHALL BE COVERED BY
NO LESS THAN 2" OF CONCRETE.
2. ATTEMPT TO MAKE CONNECTION TO A
6-0" RUN OF REBAR OR GREATER.
3. APPLY HEAT SHRINK OR ELECTRICAL
TAPE AROUND THE CONDUCTOR TO
AVOID CORROSION.
T/FINISH GRADE
~ I
0
z
PROPOSED FOUNDATION REBAR z
o
o EXOTHERMIC WELD
w
PROPOSED UL -APPROVED 2 -BOLT PARALLEL CONNECTOR -
(OR OTHER APPROVED CONNECTION I — I—
EQUIPMENT PAD
IPZl7A1p�G771Re7
CONCRETE PAD GROUND DETAIL 2
NOT TO SCALE
GROUND
BAR
8" PVC PLUG
,,— 8" PVC PLUG CPLG. (THRD.)
SUBGRADE
#2 SOLID (TEST LOOP(
— NOTCH SIDES OF 8" PVC SCH 40 PIPE
TO ALLOW FXIT/ENTRANCE OF
GROUND RING WIRE
I TRENCH BOTTOM
2/0 TINNED CU EXTERNAL
CADWELD TEST LOOP TO TOWER GROUND RING WIRE
GROUND RING WIRE
NOTES: 5/8 Ox 10'-0' LONG COPPER CLAD GROUND ROD
1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOTTO EXCEED 45 DEGREES FROM THE VERTICAL
2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6' BELOW FROST LINE.
(WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D)
GRADE
INSPECTION WELL DETAIL 3
NOT TO SCALE
_ STAINLESS STEEL m
FLAT WASHER O
(TYPI
STAINLESS STEEL I - z
BELLVILLE WASHER �'L 0 - z
STAINLESS STEEL NUT o -
(TYP) (TYP) o EXOTHERMIC WELD
SINGLE CONNECTOR AT GROUND BARS ti
STAINLESS STEEL BOLT
STAINLESS STEEL
FLAT WASHER
DRAGON TOOTH WASHER
(TYP)
STEEL
2-HOLECRIMP/ T -
COMPRESSION `: STAINLESS STEEL
CONNECTOR FLAT WASHER
L._i ITYP)
STAINLESS STEEL STAINLESS STEEL NUT
BELLVILLE WASHER (TYP)
(TYP)
SINGLE CONNECTOR AT STEEL OBJECTS
STAINLESS STEEL
SELF -DRILLING
METAL SCREW
(TYP)
2 -HOLE CRIMP/
COMPRESSION
CONNECTOR
STAINLESS STEEL
FLAT WASHER
(TYP)
DRAGON TOOTH —J METALLIC OBJECT
WASHER
(TYP)
SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS
HARDWARE DETAIL FOR EXTERIOR CONNECTIONSTM
NOT TO SCALE
5
6' WIDE METALLIC HEEL
WARNING/LOCATOR TAPE AT 12"
DEPTH
STAINLESS STEEL BOLT
GROUND RING #2 COPPER WIRE SOLID,
(TYPI
TINNED FOR CARRIER AND ICE BRIDGE
STAINLESS STEEL
GROUNDLOOP
FLAT WASHER
2 -HOLE CRIMP/
COMPRESSION
(TYP)
CONNECTOR
� ..
GROUND
BAR
8" PVC PLUG
,,— 8" PVC PLUG CPLG. (THRD.)
SUBGRADE
#2 SOLID (TEST LOOP(
— NOTCH SIDES OF 8" PVC SCH 40 PIPE
TO ALLOW FXIT/ENTRANCE OF
GROUND RING WIRE
I TRENCH BOTTOM
2/0 TINNED CU EXTERNAL
CADWELD TEST LOOP TO TOWER GROUND RING WIRE
GROUND RING WIRE
NOTES: 5/8 Ox 10'-0' LONG COPPER CLAD GROUND ROD
1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOTTO EXCEED 45 DEGREES FROM THE VERTICAL
2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6' BELOW FROST LINE.
(WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D)
GRADE
INSPECTION WELL DETAIL 3
NOT TO SCALE
_ STAINLESS STEEL m
FLAT WASHER O
(TYPI
STAINLESS STEEL I - z
BELLVILLE WASHER �'L 0 - z
STAINLESS STEEL NUT o -
(TYP) (TYP) o EXOTHERMIC WELD
SINGLE CONNECTOR AT GROUND BARS ti
STAINLESS STEEL BOLT
STAINLESS STEEL
FLAT WASHER
DRAGON TOOTH WASHER
(TYP)
STEEL
2-HOLECRIMP/ T -
COMPRESSION `: STAINLESS STEEL
CONNECTOR FLAT WASHER
L._i ITYP)
STAINLESS STEEL STAINLESS STEEL NUT
BELLVILLE WASHER (TYP)
(TYP)
SINGLE CONNECTOR AT STEEL OBJECTS
STAINLESS STEEL
SELF -DRILLING
METAL SCREW
(TYP)
2 -HOLE CRIMP/
COMPRESSION
CONNECTOR
STAINLESS STEEL
FLAT WASHER
(TYP)
DRAGON TOOTH —J METALLIC OBJECT
WASHER
(TYP)
SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS
HARDWARE DETAIL FOR EXTERIOR CONNECTIONSTM
NOT TO SCALE
5
6' WIDE METALLIC HEEL
WARNING/LOCATOR TAPE AT 12"
DEPTH
GROUND ROD COPPER CLAD
STEEL ROD W/MIN. 5/8 0 x
10'-0" LONG
NOTES:
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.
(WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D)
GROUND ROD DETAIL 1 6
--------------1
NOT TO SCALE
• • •M®bilem
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY.pl
<e
P. MARSHALL & ASSOCIATES
6801 PORTWES'1' DR., SL}TTU, 100
HOUSTON, TX 77024
C.WlGLMNV aL L:
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.
REVISIONS:
DESCRIPTION DATE BY REV
REV PRELIMINARY 108/19/2022; MKL B....
FINALS (09/06/2022) MKL 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PM&A PROJECT:
1 22_T2M-027
SHEET DESCRIPTION:
ELECTRICAL DETAILS
SHEET NUMBER:
G-3
GROUND RING #2 COPPER WIRE SOLID,
TINNED FOR CARRIER AND ICE BRIDGE
GROUNDLOOP
GROUND RING 2/0 FOR
TOWER GROUND LOOP
GROUND ROD COPPER CLAD
STEEL ROD W/MIN. 5/8 0 x
10'-0" LONG
NOTES:
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.
(WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D)
GROUND ROD DETAIL 1 6
--------------1
NOT TO SCALE
• • •M®bilem
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PLANS PREPARED BY.pl
<e
P. MARSHALL & ASSOCIATES
6801 PORTWES'1' DR., SL}TTU, 100
HOUSTON, TX 77024
C.WlGLMNV aL L:
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.
REVISIONS:
DESCRIPTION DATE BY REV
REV PRELIMINARY 108/19/2022; MKL B....
FINALS (09/06/2022) MKL 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
2037 LAURA ST.
SPRINGFIELD, OR 97477
PM&A PROJECT:
1 22_T2M-027
SHEET DESCRIPTION:
ELECTRICAL DETAILS
SHEET NUMBER:
G-3
NOTE:
ALL TRENCHING REQUIRED WITHIN COMPOUND
SHALL BE PERFORMED BY HAND -DIGGING ONLY.
TYPE HS TYPE 2-YA-2
I
TYPE VV TYPE VN
TYPE VS
w
TYPE XA TYPE YA-2 TYPE GY
TYPE NC TYPE SS TYPE OR
Fly
TYPE VB TYPE PT TYPE OF
WIRE SIZE
BURNDYLUG
BOLT SIZE
#6 AWG GREEN INSULATED
YA6C-2TC38
3/8"- 16 NO S 2 BOLT
#2 AWG SOLID TINNED
YA3C-2TC38
3/8" - 16 NC S 2 BOLT
E
#2 AWG STRANDED
YA2C-2TC38
3/8" - 16 NO S 2 BOLT
#2/0 AWG STRANDED
I
YA26-2TC38
3/8"- 16 NO S 2 BOLT
NOTE:
1. ERICO EXOTHERMIC "MOLD TYPES' SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED
FOR THIS PROJECT.
2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD.
CADWELD GROUNDING CONNECTIONS
NOT TO SCALE
PROPOSED #2 SOLID ,(E) WALL/CEILING/PAVEMENT
I TINNED COPPER WIRE
Ir/
I PROPOSED
1
( SILICONE
1
VERTICAL UNISTRUT P1000WT-HG. REQUIREL
BASED ON QUANTITY OF CONDUIT TO BE MOUNTED.
LIQUID TIGHT FLEXIBLE INSTALL AT 6-0" O.C. MAX W/ FASTENER AT EACH END.
LLIC CONDUIT I
NOTE:
CONTRACTOR TO USE CLEAR OR GRAY
SILICONE AS NECESSARY TO SEAL LIQUID
TIGHT FLEXIBLE NON-METALLIC CONDUIT.
GROUND WIRE WEATHERPROOFING
I NOT TO SCALE
3/8-1 lx]" TAMPER L9
RESISTANT BOLT
(TYP) /
INSULATORS
SEE NOTE 2.
[TYP) E2
I
WALL BRACKET
(TYP)
�® ® UNIVERSAL COPPER
® GROUND BAR (4"x20")
LOCK WASHER
P/N M10
(TYP)
TWO -HOLE
COMPRESSION LUG
NOTES:
1. DOWN LEAD (HOME RUNI CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC.
TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS -STD -10091. NO MODIFICATION OR
DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR
IN THE AIR ARE NOT PERMITTED.
2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL
USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS.
GROUND BAR DETAIL
NOT TO SCALE
3
0
(TYP)
'PAVEMENT
(TYP)
PIPE CLAMP
VERTICAL UNISTRUT PIOOOWTHG. REQUIRED LENGTH
BASED ON QUANTITY OF CONDUIT TO BE MOUNTED.
INSTALL AT 5-a' O.C. MAX W/ FASTENER AT EACH END.
CONDUIT WALL CONNECTION
DETAIL
_
NOT- TO SCALE
FINISHED GRADE
> COMPACTED
OI BACKFILL
���mI.TK�16a:Tr.
1 1 SOIL
RESTORE SURFACE TO MATCH
ORIGINAL CONDITIONS (TYP)
v
#4/0 AWG STRANDED
YA28-2N
BURNDY GROUND LUG W/
LONG BARREL
(SEE CHART)
NUT
[TYP)
�
LOCK WASHER
(TYP)
1/2"-16 NOS2 BOLT
HEAT SHRINK
(CLEAR)
/—GROUNDING
f CONDUCTOR
/��
GROUNDBAR —' BOLT
/71 (SEE CHART)
(TYP)
BURNDY TWO HOLE LUG W/
LONG BARREL
J(SEE CHART)
1 BARE WIRE TO BE
NO -OX AT BOTH ENDS
STRANDED (GREEN INSULATED) ONLY FOR #6 AWG
(SEE CHART)
NOTES:
1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL
HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE AS
FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT.
MECHANICAL.. _ �n.x_.,......,..
LUG CONNECTION 2
NOT TO SCALE
NOTE: MINIMUM OF
S/S NUT
3 THREADS TO BE
(fYPI
VISIBLE
(TYP)
j
S/S SPLIT
WASHER
2 HOLE LONG
(TYP)
REL TINNED
SOLID COPPER
-�-m- LUG
S/S FLAT
I (TYP)
4
WASHER
I E. :_:_.i...__.
(TYP)
6" UTILITY WARNING TAPE, BURIED
12" BELOW GRADE
UNDERGROUND CONDUITS, SEE rL T t
PLANS FOR QUANTITY T -
SAND 6
-- 4" TYP, TO BE VERIFIED WITH LOCAL UTILITY
COMPANY
NOTES:
1. PROVIDE PVC CONDUIT BELOW GRADE EXCEPT AS. NOTED.
2. PROVIDE RGS. CONDUIT & ELBOWS AT STUB UP LOCATIONS (ie POLES, EQUIPMENT, etc)
3. PROVIDE RGS CONDUIT BELOW PARKING LOTS & ROADWAYS.
TYPICAL CONDUIT TRENCH DETAIL mm
NOT TO SCALE
TIN COATED SOLID
COPPER BUS BAR S/S FLAT
WASHER
CHERRY INSULATOR (TYP)
INSTALLED IF REQUIRED -- S/S BOLT
(TYP)
#2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT
FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF
CAD -WELD TERMINATION POINT. EXPOSED END
OF THE LIQUID TIGHT CONDUIT MUST BE SEALED
WITH SILICONE CAULK.
CADWELD
(TYR)
TIE INTO EXISTING GROUND RING
'E
LUG DETAIL
NOT TO SCALE
5!
7 TRANSITIONING GROUND _DETAIL 8
NOTW TO SCALE
PLANS PREPARED FOR:
• • a mMobldeim
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
N CX
pi
P. MARSHALL & ASSOCIATES
6801 PORTWES'1' DR., SUIT1100
HOUSTON, TX 77021
7m'
mvv rnnincn.
w 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.
REVISIONS:
DESCRIPTION DATE BY REV
REV. PRELIMINARY 06/19/2022 MKL B
FINALS 09/06/2022 f MKL� 0
SITE NAME:
SPRINGFIELD CENTRAL
SITE NUMBER:
P004028A
SITE ADDRESS:
202 LAURA ST.
SPRINGFIELD, OR 97477
rPM&A PROJECT:
22_T2M_027
SHEET DESCRIPTION:
ELECTRICAL DETAILS
SHEET NUMBER:
G-4