HomeMy WebLinkAboutVoided PlansPROJECT INDEX
o Wireless
PARACHUTE PEAK
COMMUNICATION SITE
1O5B COUNTY ROAD 215
PARACHUTE, GARFIELD COUNTY, COLORADO
60'MONOPOLE
NEW SOLAR COMMUCATION SITE
850 N. HIGHWAY 414
PO BOX 160
MOUNTATN VtEW WY 82939
UNION TELEPHONE COMPANY
850 N HIGHWAY 414
PO BOX 160
MOUNTAIN VIEW, WY 82939
SITEACOUISITION:
CONTACT: ANDREW ARREDONDO
PHONE: (307) 782-4827
EMAIL: aarredondo@unionwireless.@m
ENGINEEVDESIGNER:
CONTACT: MATTHEW FISHER
PHONE: (307) 782-4099
EMAIL: mlisher@unionwirgless.com
CONSTRUCTION MMGER:
CONTACT: JUSTIN HAWS
PHONE: (307) 747-7054
EMAIL: jhaws@unionwirelgss>com
THE INFORMATION CONTAINED IN THIS
DOCUMENT IS PROPRIETARY, ANY USE OR
DISCLOSURE OTHER THAN THOSE AUTHORIZED
BY UNION TELEPHONE COMPANY IS STRICTLY
PROHIBITED.
CURRENT REV DATE
REV F 07t30t2019
SURVEYOR:
SITE NOT SURVEYED BY A LICENSED SURVEYOR,
DESIGNER:
MATTHEW FISHER
REVIEWR:
GREG WILLIAMS
WLLIAMS PIPELINE
GARFIELD COUNry
PHONE: 970-263-5321
NA - SOLAR AND GENERATOR POWERED SITE DESCRIPTION VICINIry MAP PROJECT NOTES
LEqL DESCRIPNON:
se{or sw{or secloN 15rss, ReTw
1. UNION WIRELESS IS PROPOSING TO
INSTALL A 60' MONOPOLE, WITH A
MICROWAVE DISH ON A GROUND
MOUNT, AND A BUILDING WITH A SOLAR
ARRAY.
2. PANELANTENNASANASSOCIATED
EQUIPMENT ARE TO BE INSTALLED ON
THE MONOPOLE.
3. (2) 500 GALLON PROPANE TANKS ARE
TO BE INSTALLED FOR GENERATOR
FUEL.
4. STRUCTURE I.OCATION IN LEASE AREA
MAY DIFFER FROM SHOWN.
2
GEOGMPHIC COOROIMTES (MOA):
39'36',25.62"N
108'16',3.20'W
TE!EPHONE COMPAW:
UNION TELEPHONE CO.
PO BOX 100
850 NORTH HIGHWAY 414
MOUNTAIN VIEW. l^l/ 82939
PHONE: (307) 782-6131
ELEVANON:
87.10'AMSL
4 N/A > 20,000'
5
OIRECTIONg TOTHE SITE:
AFTER TRAVELING S ON COLORADO
STATE HWY NO, 13 FROM MEEKER, CO
TURN RIGHT AT RIO BLANCO STORE
AND THE JIJNCTION W|TH PICEANCE
cRK RD (HW/ 5).
GO EASTERLY ON PICEANCE CRK RD
(HWY 5) APPROXIMATELY 20 MILES.
THERE WILL BE A GUARD STATION ON
LEFT SIDE OF ROAD. TURN LEFT ONTO
THIS ROAD AND CHECK IN WITH THE
GUARD. TELL GUARD YOU WORK FOR
UNION AND GOING TO'WILLIAMS
21-22".
KEEP ON THE MAIN OIL AND GAS RIDGE
ROAD APPROXIMATELY 16.5 MILES TO A
POINT ABOUT 1.5 MILES SOUTH OF THE
WNTER CAMP OF WILLIAMS.
THE 50'X sO'SITE IS LOCATED JUST OFF
RIDGE ROAD SOUTH ABOUT 1OO'.
DRAWING INDEX
SHEET TTLE
T1 TITLE SHEET F
cl PLAN VIEW F
c2 MICROWAVE DETAILS F
c3 FN ANTENNA DETAILS F
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OMWNGS ISSUED BY:TIIE:DAIE:
MATTHEW FISHER PROJECT ENGINEERING 05 AUGUST 2021
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APPROVED
FOR REVIEW
05 AUGUST 2021
PROJECTNME:
PROJECT AODRESS:
1058 COUNTY ROAD 21I
PARACHUTE, GARFIELD COI
COLORADO
SHEETNTLE:
TITLE SHEET
PARACHUTE PE
SHEETNUMAER:
T1
850 N. HIGHWAY 414
PO BOX 160
MOUNTAIN VIEW, WY 82939
nr
THE INFORMATION CONTAINED IN THIS
DOCUMENT IS PROPRIETARY. ANY USE OR
DISCLOSURE OTHER THAN THOSE AUTHORIZED
BY UNION TELEPHONE COMPANY IS STRICTLY
PROHIBITED.
CURRENT REV
REV F 07t30120't9
MATTHEW FISHER
DESIGNER:
GREG WILLIAMS
REVIEMR:
APPROVED
FOR REVIEW
05 AUGUST 2021
PARACHUTE PEAK
PROJECTNNE:
1058 COUNTY ROAD 215
PARACHUTE, GARFIELD COUNTY
COLORADO
PROJECT ADDRESS:
SHEETNTLE:
PLAN VIEW
SHEETNUMBER:
c1
LEGEND
LEASE LINE
(2) 2" DUCTS
POWERLINE
6' CHAIN LINK FENCE
FOUNDATION
RF CAUTION SIGN
RF NOTICE SIGN
COMPANY IDENTIFIER
PROPANE LABEL
NO SMOKING SIGN
NEW EQUIPMENT
RETIRE EQUIPMENT
AA
t-uTdlrn
@
I
I
6'CHAINLINK FENCE
1'INSIDE LEASE AREA
N
9.5'100'
202'l
PLAN VIEW
--
--
20'
PROPANE TANKS
LIQUID PROPANE
TO CATHEDRAL
BLUFFS
-1
FUTURE SOLAR
PANEL AREA
r-
60'MONOPOLE
---J
>25',
GENERATOR ACCESS
I
BALLASTED SOLAR
PANEL MOUNTS
4 PANELS PER MOUNT
(SHOWN WTH 4)
ELECTRONICS
ACCESS
OF SHELTER
ICE BRIDGE
8'(W x 10' (L) x 8.5' (H)
SHETTER WTH SOLAR
16'-1"
ACCESS
FUTURE SOLAR
PANEL AREA
SCALE: 1/8"=1 '100'
Northwest comer
Section 3
5000 7500
Point of Beginning
Easement #l
Section 15
Point of Termination
Easement #2
Communicatiors Site
Section 22
Union Wireless
Chevron Access Easement
Legal DescriPtion
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Union
Wireless
Chevron
Access
Easement
Section:3,4,9,1o,15,t6,t7 22
To*rship:4S
Range:97W
Principal Meridian 6TH
County:Garfield
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UNION WRELESS
PARACHUTE PEAK SHELTER FOUNDATION
GARFIELD COUNTY, @LORADO
GENERAL NOTES:
I. DESIGN LOADS: PROVIDED BY OTHERS
A. CODE: INTERNATIONAL BUILDING CODE (IBC) 2018
BUILDING CODE FOR GARFIELD COUNry, CO
RISK CATEGORY:
B, FLOORS: FLOOR DEAD LOAD:
FLOOR LIVE LOAD:
C. ROOFS: ROOF DEAD LOAD:
ROOF LIVE LOAD:
D. SNOW: GROUND SNOW LOAD:
FLAT ROOF SNOW LOAD :
SNOW EXPOSURE:
IMPORTANCE FACTOR:
THERMAL FACTOR:
SLOPE FACTOR:
E. WIND: BASIC WIND VELOCITY:
WIND EXPOSURE:
INTERNAL PRESSURE COEFFICIENT:
F, SEISMIC: SEISMIC IMPORTANCE FACTOR:
MAPPED SPECTML RESPONSE ACCELERATION
SEISMIC SITE CLA55:
DESIGN SPECTRAL RESPONSE ACCELERATION:
SEISMIC DESIGN CATEGORY:
RESPONSE MODIFICATION FACTOR:
SEISMIC RESPONSE COEFFICIENT:
ANALYSIS PROCEDURE:
II. REINFORCED CONCRETE:
A. REINFORCED CONCRETE IS DESIGNED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) BY THE
AMERICAN CONCRETE INSTITUTE, CONCRETE WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301).
B. MINIMUM CONCRETE COMPRESSIVE STRENGTH (F'C) AT 28 DAYS:
FOOTINGS 4OOO PSI
FOUNDATION WALLS 4OOO PSI
SLABS ON GRADE 4OOO PSI
C. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR TYPE II, UNLESS OTHERWISE NOTED.
D. COVIPLY WITH ACI 360 COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TO DROP BELOW 40 DEGREES F FOR 3 OR
MORE CONSECUTIVE DAYS. PLACE NO CONCRETE AGAINST FROZEN EARTH.
E. CONDUCT ALL COMPRESSION TESTS ACCORDING TO ACI STANDARD RECOMMEN DED PRACTICE FOR EVALUATION OF COMPRESSION TESTS RESULTS OF
FTELD CONCRETE (ACt 214). PERFORM ALL FRESH CONCRETE FIELD TESTING lN ACCORDANCE WITH ACI 31 8.
F. REINFORCING BAR DETAILING, FABRICATION, AND PLACEMENT SHALL CONFORIVI TO THE CONCRETE REINFORCING STEEL INSTITUTE'S "REINFORCING BAR
DETAILING" AND "PLACING REINFORCING BARS".
G. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES (ACI 31 5).
H. PROVIDE CORNER BARS AT ALL INTERSECTING CORNERS. USE SAME SIZE BAR AND SPACING AS HORIZONTAL WALL REINFORCEMENT,
I. SPLICES OF REINFORCEMENTAT POINTS OF MAXIMUM STRESS SHALL BE AVOIDED WHEREVER POSSIBLE. SEE SCHEDULE.
J. ALL CONTTNUOUS RETNFORCEMENT SHALL TER|VIINATE WITH 90 DEGREE RETURN OR HOOK OR SEPARATE CORNER BAR.
K. MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE AS SPECIFIED IN BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318).
POURED AGAINST EARTH 3 INCHES
POURED IN FORMS EXPOSED TO WEATHER OR EARTH2 INCHES
WALLS, SLABS ANDJOINTS 1 INCH
L. WELDING OR TACK WELDING OF REINFORCING BARS IS PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER.
M.ALL REINFORCEMENT TO BE SUPPORTED IN THE FORMS AND SPACED WITH WIRE OR PLASTIC BAR SUPPORTS CONFORMING TO REQUIREMENTS OF THE
ACI MANUAL OF STANDARD PMCTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315), REINFORCEMENT IN FOOTING SHALL BE
SUPPORTED ON PRECAST CONCRETE BLOCK SUPPORTS CO NFORMI NG TO CONCRETE REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PRACTICE.
III. STRUCTURAL ERECTION AND BRACING REQUIREMENTS:
A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED.
THESE CONSTRUCTION DOCUMENTS CONTAIN TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE CONTMCTOR. DETAILS SHOWN APPLY AT ALL
SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. ALTHOUGH DUE DILIGENCE HAD BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE AS POSSIBLE,
NOT EVERY DETAIL IS ILLUSTRATED, NOR EVERY EXCEPTIONAL CONDITION ADDRESSED. ALL PROPRIETY CONNECTIONS SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURES' RECOMIVIENDATIONS, ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNERAND IN ACCORDANCE
WITH THE 2018 IBC AND LOCAL CODES AND ORDINANCES.
B. THE GENERAL CONTMCTOR IS RESPONSIBLE FOR COORDINATION OFALLWORK, INCLUDING LAYOUTAND DIMENSION VERIFICATION, MATERIALS
COORDINATION, SHOW DRAWINGS REVIEW, AND THE WORK OF SUBCONTMCTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF
THE WORK SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR RESOLUTION, CONTINUATION OF WITH WITHOUT NOTIFICATION OF DISCREPANCIES
RELIEVES THE STRUCTURAL ENGINEER FROM ALL CONSEQUENCES.
C, UNLE55 OTHERWISE SPECIFICALLY INDICATED, THE DRAWINGS DO NOT DESCRIBE METHODS OF CONSTRUCTION. THE CONTRACTOR, IN THE PROPER
SEQUENCE, SHALL pROVtDE pROpER SHOR|NG AND BRACTNG AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COIVIPLETED
STRUCTURE. THE CONTMCTOR, IN PROPERSEQUENCE, SHALL PERFORM ORSUPERVISEALLWORK NECESSARYTOACHIEVETHE FINAL COMPLETED
CONSTRUCTION. SUCH WORK SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPIVIENI SHORING FOR EXCAVATION,
FORIVIWORK, SCAFFOLDING, SAFEry DEVICES AND PROGRAMS OFALL KINDS, SUPPORTAND BMCING OR CRANES AND OTHER ERECTION EQUIPMENT. DO
NOT PLACE BACKFILL AGAINST RETAINING WALLS UNTIL SUPPORTING SLABS AND FLOOR FRAMING ARE IN PLACE AND SECURELY ANCHORED, UNLESS
ADEQUATE BRACTNG tS pROVtDED. TEMpORARy BRACTNG SHALL REtVIAtN lN PLACE UNTIL ALL FLOORS, WALLS, ROOFS AND ANY OrHER SUPPORTING
ELEMENTS ARE IN PLACE. THE ARCHITECT AND STRUCTURAL ENGINEER BEAR NO RESPONSIBILIry FOR TH E ABOVE ITEMS, AND OBSERVATION VISITS TO
THE SITE DO NOT IN ANY WAY INCLUDE INSPECTION OF THEM,
D. WHERE PERIODIC OR CONTINUOUS INSPECTIONS IS REQUIRED BY THESE DOCUMENTS BY CODE OR LOCAL ORDINANCE, THE OWNER SHALL EMPLOY AN
INSPECTOR CERTIFIED IN THE PARTICULAR AREA OF CONCERN, THE INSPECTOR SHALI. BE RESPONSIBLE TO, AND REPORT TO, THE ARCHITECT AND
BUILDING DEPARTMENT.
IV. FOUNDATIONS:
A. ALLOWABLE BEARING CAPACIry ASSUMED AS 4,OOO PSF PER THE GEOTECHNICAL INVESTIGATION CONDUCTED BY INBERG-MILLER ENGINEERS (PROJECI'
20971-HX).
B. EXTENTAND DEPTH OF OVEREXCAVATION, SOIL CONDITIONING AND RECOMPACTION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
C. BACKFILL SHALL BE PLACED EVENLY AGAINST EACH SIDE OF SUBGRADE STRUCTURAL FLEMENTS TO PRODUCE APPROXIMATELY EQUAL AND OPPOSITE
LATERAL PRESSURES.
D. ALL WALL FOOTINGS SHALL BE CENTERED ON WALL CENTERLINES UNLESS INDICATED BY AN OFFSET DIMENSION.
E. ALL FOOTING ELEVATIONS SHOWN ON THE DRAWINGS IVIEET THE REQUIRED DEPTHS FOR BEING AND/OR FROST PROTECTION. ACTUAL FIELD CONDITIONS
MAY REQUIRE ADDITIONAL EXCAVATION AND/OR COIVIPACTED FILL.
F. THE CONTRACTOR SHALL MONITOR THE STRUCTURAL STABILITY OF THE FOUNDATION DURING BACKFILL. OVER COMPACTION CAN CAUSE DAIV|AGE TO
THE FOUNDATION WALLS,
V. GENERAL:
A. THE INFORIV]ATION SHOWN ON THE STRUCTURAL DRAWINGS IS NOT TO BE SCALED, A.S THE ITEMS SHOWN MAY NOT BE TO SCALE FOR THE SPECIFIC
LOCATION.
B. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS SHOWN ON THE
DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER AT ONCE FOR RESOLUTION,
C, STRUCTURAL MEMBERS ARE DESIGNED FOR'1N PLACE" LOADS, CONTMCTOR IS RESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL
ELEMENTS (AS REQUIRED AT ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF'IHE PROJECT.
SHEET DESCRIPTION
51.1 TITLE SHEET & GENERAL NOTES
51.2 FOUNDATION PLAN & DETAIL SHEET
Know
c you dig,
I
Dr = 2o PSr
lf = 1oo PSF
Dn = 2o Psr
h=20PsF
P r= 75 PSF
PT = 75 PST IN AREAS WITHOUT DRIFTING'
DRIFTING 15 ADDED WHEN APPLICALBE.
Ce = 1'o
ls = 0.80
ct=1'10
Cs = 1'0
V=115MPH
C
PARTIALLY ENCLOSED
le = 1.00
sr=0.2e, l=o.oz
C
Sp, = 0.25, Sp1= 0.07
B
R=3
cs = o'os:
EQUIVALENT LATERAL FORCE
REVISIONSSCALE HORZ N.T.S. VERT N.T.S,
9t9t21 KCSDRN. KCS oB No rrogt-zr s1,1
SHELTER FOUNDATION
GARFIELD CO., COTITLE SHEET & GENERAL NOTESl24EastMainStreet ll20EastCStreet350ParsleyBoulevard l93WestFlamingGorgeWay
Riverton,WY82501 Casper,WY82601 Cheyenne,WY82007 GreenRiver,WY82935
804 E Richards St
Douglas, VVY 82633
1300 East US Hwy 14-16
Gillette, WY 82716
CHK. SMB IPAGE: - IDATE: 7/2O/2'J.
Purpose
from the engineer, will be at the Client's risk and full legal r€sponsibility. DO NOT SCALE DRAWING
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SAW CUTS
SLAB ON GRADE REINFORCEMENT:
--tT-
I
L
SLAB ON GRADE:-6"I6I'dRET-EAB oN GRADE oN 6"
MOISTURE CONDITIONED AND COMPACTED
cDoT clAss s BASE (9s% OF ASTM D698).
pRovrDE 1 +" DEEP SAW CUT CONTROL JOINTS
LOCATED 14'' FROM EDGE & @ MID SPAN,
EACH DIRECTION. SAW CUTS SHALL OCCUR A
MAX. OF 24 hrs. AFTER CONCRETE
PLACEMENT. SEAL CONTROL JOINTS w/ JOINT
SEALANT.
#4 REINF. BAR @ 18" o.c.e.w
EXTENT BAR INTO THICKENED EDGE
PER DETAIL 1.
1
SHELTER PROFILE SHELTER ANCHOR BOLTS. DIMENSIONS
AND LOCATIONS BY OTHERS
SAW
CUT
SLAB ON GRADE AND
REINFORCEMENT PER PLAN
SHELTER ANCHOR
BOLTS BY OTHERS
18"NOTES
9'-9
(o
(o
SLOPE FINISHED GRADE
5% AWAY FROM FOUNDATION.
COMPACT BACKFILL 95%
OF ASTM D698,
o
sf
GRADE BEAM REINFORCEMENT:ffio.c.
CORNER BARS TO MATCH SLAB ON GRADE
REINF. 18'' SPLICE INTO GRADE
BEAM AND SLAB.
LONGITUDINAL - #4 REINF. BAR @ 14" o.c.
MOISTURE CONDITION & RECOMPACT NATIVE
SUBGRADE 6'' BELOW FOOTING BEARING
ELEVATION, PER GEOTECH REPORT
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co
SLAB ON GRADE FOUNDATION
L E toN
SCALE:4" =!'
10'-5"
TI N PLAN VI
SCALE: 3
tJ(J
m
4" =Lt
.qfrREVISIONSscALE HORZ 3/4"= 1' VERT 3/4'=1
91912'lNo' ,ronr-r,DRN. 665 s1,2
SHELTER FOUNDATION
GARFIELD CO., CO
FOUNDATION PLAN &
DETAIL SHEET"";t
124 East Main Street
Riverton, WY 82501
Flaming Gorge Way
River, WY 82935
11 East20 Streetc J5U 193Boulevard WestParsley
82601 42007 GreenCheyenne,
804 E Richards St
wY 82633
1300 East US Hwy 14-16
Gillette, WY 82716
cHK. s,B IPAGE: - IDATE: 7/20/21'
use, reuse, or
from the engineer, will be at the Clienls risk and full legal responsibility. DO
2346
rjllIFIE,LES
850 N. Hjghway 414
PO Box 160
Mountain View, WY 82939
]fu
''' " frenatie po*er M de$wi
7923 NIEMAN RD
LENEXA, KD,66214
PHONE: (855) 964-9274
SITE NAME: PARACHU]E PEAK
LAT: 39.60714
LONG: -108.268
ELEVATION:8712 FT
FoRl
ENGINEERING LICENSE:
STATE OF KANSAS
PE CERTIFICATE OF AUTHORIZATION
ENGINEER PE # DISCIPLINE
HERR, BRIAN J 24802 MECH ENG
DRAWING NOTICE:
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF HCI
ENERGY, LLC. AND ANY REPRODUCTION IN
PART OR AS A WHOLE WIIHOUT THE WRITTEN
PERMISSION OF HCI ENERGY, LLC. IS STRICTLY
PROHIBITED.
UNION WIRELESS
CUSTOMER:
21 00]
PROJECT:
OVER SHEET-STRUCTURAL
ANSI
lOLERANCE:
N.T.S.
BJH 312612021
TE:
3/26/2021
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DWG. NO,:
21 00] -sE
CODE AND SPECIFICATIONS
INTERNATIONAL BUILDING CODE, 20I 5
B.MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE/SEI Z-I6
c STEEL CONSTRUCTION MANUAL, 14TH EDITION, AISC 32S.201 I
D SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 36G,2OI O
E.STRUCTURAL WELDING CODE, STEEL, AWS D].I/DI.1M, 2O1O
STRUCTURAT SHEET INDEX
sE00r COVER SHEET-STRUCTURAL
0r Gr55-000
2 OI G,I 55-OOO, CONTINUED
OIGI55-OOO, CONTINUED
DESIGN TOADS
MINIMUM TOADS
o. DESIGN LIVE LOADS ARE BASED ON THE MORE RESTRICTIVE OF THE UNIFORM".
LOAD LNJED BELOW OR THE CONCENTRATED LOAD LISTED ACTING OVER AN
AREA 2.5 FEET SQUARE.o. LiVT LOAO REDUCTIONS SHALL BE IN ACCORDANCE WITH THE ASCE 7-I6
CHAPTER 7.c. pLArronus AND WALKWAYS, 100 PsF, 300 LB (coNcENTRATED).
B
SEISMIC
o SEISMIC DESIGN PARAMEIERSi. MAPPED SPECTRAL RESPONSE ACCELERATIONSr. sHoRT PERIOD, S(S), 0.288g2. l-sEcoND PERIOD, S{l),0.zlg3. SITE SOIL CLASSIFICATION, Dii, DESIGN SPECTRAL RESPONSE COEFFICIENTSL SHORT PERIOD, S(DS) 0.30292. 1-SECOND PERIOD, S(Dl)0.114g3. SEISMIC DESIGN CATEGORY, B
iii. DESIGN BASIS, ASCE Z-I 6 CHAPTERS I I AND 12
1. RISK CATEGORY, I2. IMPORTANCE FACTOR, I.OO3. LAtrnAL FoRCE REslsTiNG SYSTEM (TABLE 12.2-l). sTEEL SYSTEMS NoT- SfTCITICRI.I-Y DETAILED FOR SEISMIC RESISTANCE, EXCLUDING
CANTILEVER COLUMN SYSTEMS4. RESPONSE MODIFICATION FACTOR, 3
5. OVERSTRENGTHFACTOR,36. DEFLECTION AMPLIFICATION FACTOR, 37. SEISMIC RESPONSE COEFFICIENT, O.IOI
L.
WIND
o. ULTIMATE DESIGN WIND SPEED, I l5 MPH PER AHJ
D.
sNow
o. ROOF LOAD, ZsPSF PER AHJ
E.
sERVlClBlr.rTY
o.
b.
MATERIA[S
STEET
o.STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING MINIMUM
REQUIREMENTS, UNLESS NOTED OTHERWISEi. W, WT SHAPES - ASTM 4992ii. L SHAPES - ASTM 436iii. CHANNELS - ASTM A36iv. HSS - ASTM A500 GRADE Bv. FLAT PLATES - ASTM A36vi. FOLDED PLATES - A606-4 (sOKSl YIELD)
FOUNDATION
soil.
o.
b.
c.
CLIENT TO VERIFY SUPPORTING SUBGRADE IS ADEQUATE TO SUPPORT THE
ASSIGNED BEARING LOADS
CLirNr ro vrntry EXCAVATIoNS ARE EXTENDED To THE PRoPER DEPTH AND
HAVE REACHED PROPER SUBGRADE MATERIAL
CLIENT TO PERFORM CLASSIFICATION AND TESTING
MATERIALS AND SUBGRADE
OF COMPACTED FILL
D
D
c
c
s
23568
234567B
D
-
D
C
B
A
:
d
I
F
B
REVSIONS
EIIGRryECflDATEDESCRIPIIO^l
NEM QTY PART NUMBER DESCRIPIION RAVY MATERIAT DESCRIPTION
2 010{41-000 Corner fiiting, ISO I l6l Type-Bollom Left SEE CUT SHEET
2 2 010{4t{01 Coher Fitfing, ISO I l6l Bollom Right SEE CUT SHEET
3 2 010{4t{02 Corner Fitting, ISO I 16l Top Right SEE CUT SHEET
4 2 010{4t-003 corner Filling, lso I I 6l Top Left SEE CU] SHEET
5 4 010-155-001 TUBE, STD SHETTER CORNER VERTICAL ASTM 4500 GR c, 4" x 4" x 114" x92-7110"
6 2 010-155{02 TUBE, ]OFT SHELTER LATERAL ROOF ASTM 4500 GRC, 4" x 4" x 114" x87314"
7 2 010-155-003 TUBE, ]OTT SHELTER LONG, ROOF ASTM A500 GRC, 4 x 4" x 1 14" x 109-1 12"
I 3 010-155-004 STIFFENER, ROOF SUPPORT TATERAL ASTM A36 sT€Et, 2-ll2'X 90" x l/4"
2 010-155-005 TUBE.RAIL, FLOOR.FRONT, 7,'x 4, X 3/8..ASTM 4500 GR C, 7'x 4" x3lA'xA7-314"I
01G155406 IUBE-RAlL. tIOOR-SIDE. 7"x 4" x 3/8"ASTM A500 GR C, 7'x 4' x 3/8" x] 09-l/2"l0 2
7 0tGt55-007 CHANNEL, TLOOR JOSI-SIDE ASTM A5/2. C6 x 8.2 x 88-l/2'tl
ASTM A36 sTEEt. 3-5/8" x l8-5/8" x l/4"12 8 010-t 55{08 L.ANGLE, FORK SUPPORT
PLATE- FLOOR FORK LIFT ASTM 436 STEEL. 1 4" x 87 -31 4" x 1 I 4"t3 2 010-155{09
ASTM A36 STEEL. l" x l'x l/8" x 87+/4t42010-155{10 ANGLE, TIR-PLYWOOD SUPPORT
t5 2 030{t2{00
t6 2 030-0I2{02 ROOF PANET, ]OFI END I
ll i+crI t 'EitEBGy
r-+iltLt:
5tzI
D
DWG. NO.REV
AEIN|re
SCALE: l:20 WTIGHT: LBS .SHFET 2 OF /
r
NOTES:
l: GRIND PREP JOINTS AS NECESSARY.
2: REFER TO 3D MODEL FOR DIMENSIONS NOT SHOWN.
3: LOCATE FEATURES USING DIMENSIONS AS SHOWN.
NOMINAL GAPS ARE INTENTIONAL FOR WELD PENETRATION.
4: LENGTH AND WIDTH DIMENSION TOLERANCES PER ISO 668.
5: STRUCTURAL AND HSS MEMBERS SHALL BE WELDED WITH
COMPLETE JOINT PENETRATION PER AWS DI .].
6: L-ANGLES (ITEM: '12) CAN BE WELDED OUTSIDE AND PLACED INTO THE FORK POCKTTS
A
234q678
7 234568
DD
ITEM PART NUMBER DESCRIPTION
2 0r0-04r-000 Corner Fiiting, ISO I I 6l Type-Bottom
Left
2 2 010{41-001 Corner Fitting, ISO I l6l Bottom Right
3 2 0r0{41-002 Corner Fiiiing, l5O I l6l Top Rie
4 2 (.)10-o4l-003 ll l
5 4 \L
6 2 010-155-002
7 2 0r G.155-003 TUBE. IOFT SHELTER LONG, ROOF
3 STIFFENER, ROOF SUPPORT LATERAL
TUBE-RAIL, FLOOR-FRONT, 7., X 4'X 3
TtiBF-RAll Fl OOR-SIDF 7" x t'x 3ll
ll 7 0tG.l5 0/
12 8 01G155008
l3 2 0rGr5s09 LIFT
14 2 0lGt5s0r0 ANGLE, FLR-PLYWOOD SUPPORT
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SCALE: i:25 SHEET 3 OF 4LBS
N
ooc6
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N
]YP.
1.500
TYP
ALL AROUND
uP TO 1.5'
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OR FLATTYPT
DETAII. R
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DETAII, P
SCA|E 1 :5
DETAIT N
SCALE I :5
CORNER FITTINGS, VERTICAL TUBES
LATERALTUBE, NNO ENO TUoES NNL
PRIMARY SHEAR FRAME. ENSURE
CJP WELDS PRIOR TO SECONDARY
COMPONENTS, TYP.
SECTION A-A
T-->tt't
I 02.000
97.350
96.47s
I
A
J
I
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4.650
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44.OO
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]YP lYP
(* "o
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CJP TYP
(a so)IYP CJP TYP CJP TYP r.szs rve. )
2x
TYP t-o
CJP TYP CJP TYP
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*" rvp. )
DETAIT T
SCAIE I : 7
DETAII, t
SCAIE I :8 CJP TYP
CJP TYP
96.000
95.875
91 .47 5
(* "t CJP ]YP,*" rvp. \
CJP TYP.
DETAII, C
SCATE I :8
NOTE: BOM lS APPLICABLE PER THIS SHEEI ONtY.
DETAII. D
SCATE I :8 DETAIL E
SCATE 1 : I
CJP TYP
CJP TYP
CJP TYP.
*"0)(* "'
CIP TYP (*'"'
(*""'CJP TYP
CJP TYPE CJP TYP t"'' )DETAIT F
SCAIE I :8 DETAII G
SCATE 1 :84.
CJP TYP
CJP TYP.
oI Noq
N
N
oq
6N
o9
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oq
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N
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N99N
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SECTION B-B
CJP TYP
ORDINATE DIMENSIONS TO BACK FACE OF CHANNEL
NOTE: ORIENTATION.
Dl .06
I 1.12
A
L
Dl .06
I l.t2
.06
r)(r r(l I (r
U
I I
-0
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CIP TYP
DETAII J
scArE 'r :8
CJP TYP
(* .'0
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SCATE I :8
DETAII. H
SCAIE I :8
C
A
B
I
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A
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D
B
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23456
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SIZE
D
DWG. NO.REV
l:20 LBS SHEE] 4 OF 4
r!"rve
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TO SIDE OF THE TUBE
!" rve.
EDGE OF ROOF PANEL
TO SIDE OF THE TUBE
DETAIL U
SCATE I :5
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116.51
TYP
DEIAII. W
SCATE 1 :5
ffi \ffi B
A
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A
24567I
ARCHITECTU RAL LAYOUT INDEX.
A 1.0 ARCHITECTURAL LAYOUT
A t.l PROPOSED SHELTER PLAN VIEW
A t-2 SHELTER WALL SECTION
A 1.3 ANCHOR DETAIL
I
850 N. Highway 414
PO Box 160
Mountain View, WY 82939
tu
2923 NIEMAN RD
LENEXA, KD,66214
PHoNE: {85s) 96+9274
PLANS PREPARED IOR:
SITE NAME: PARACHUTE PEAK
LAT:39.60714
LONG: -108.268
ELEVATION:8712
ENGINEERING LICENSE:
STATE OF
PE CER]IFICATE OF AUTHORIZATION
ENGINEER PE * DISCIPLINE
DRAWING NOTICE:
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF HCI
ENERGY, LLC. AND ANY REPRODUCTION IN
PART OR AS A WHOLE WITHOUT THE WRITIEN
PERMISSION OF HCI ENERGY, tLC. IS STRICTLY
PROHIBITED.
UNION WIRELESS
CIJSTOMER:
2l 001
PROJECT:
ARCHITECTURAL LAYOUT
TITLE:
SCALE:
N.T.S.
TOLERANCE:
ANSI
DRWN. BY
PP
DATE:
03/1s/2021
03/1512021
t]A I E:CHK. BY
JA
ENG, BY
PP 03/15/2021
DATE:
APPR. BY
RA
DATE:
03/15/2021
SHEET SIZE:
D
SHEETNo.: A 1.0
r oF4
DWG. NO.:
21 001 cuP
REV
0
DD
B
c
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2345678
:
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9-
GENERATOR ROOM
EQUIPMENI ROOM
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1-7 ll 6 Lx 1 -3ll 6 THREAD,
#3 TIP, UCRS
1lB " MARINE GRADE
ooD
YVINYL FLOORING
WALL SECTION
STRUCTURAL STUDS (2-l
FRP INSIDE CORNER
FRP(FIBER REINFORCED PLASTIC)
ATTACHED TO PLYWOOD
WITH POLYMER
I " PLYWOOD
HSS TUBE CONT
NO I G24 SCREW
R-
BA TT
r3LAN, R-
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FRP(FIBER REINFORCED PLASTIC},
ATIACHED TO PLYWOOD
WITH POLYMER ADHESIVE
YVINYL FLOORING
I -I /B " MARINE GRADE
PLYWOOD
D
TRACKS(2-sl8 ")
SDFHS, NO IO-24 SCREW
1 -7 / 1 6 Lx l-3/l 6 THREAD, #3 TlP,
ALL FAS]NERS INTO STRUCTURAL
sruDs (2-rl2')HSS ]UBE FULLY WELDED
ROOF PANEL,CORNER
lso il6rFULLY WELDED
WITH S]RUCTURAL MEMBER
HSS TUBE
PLASTTC),
I /2 '' PLYWOOD BOARD
FORMED
sTUTS(2-1
IO GUAGE,
STEEL WALL PANEL
7'
HSS TUBE FULLY WELDED
HSS TUBE
FORMED
sTUTS(2-r
FIBERGLASS
INSULATION.
IO GUAGE,
STEEL WALL PANEL
FRP INSIDE CORNER
FRP(FIBER REINFORCED PLASTIC),
ATTACHED IO PLYWOOD
WITH POLYMER
] /2 " PLYWOOD
4',{"
-6i"
^,^1,,6',-r0"
FLOOR PLAN
SCALE I:20
CHANNEL,
JOIST CONI
NOTE:
I: FDGE JOINS BEMEEN LAYERS ARE STAGGERED
6X
2l
l
3/6
llj o
@
@
@
@
a a
a
a
@
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SECTION E.E
SCALE I : 20
4
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I
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Altemative power on denand
850 N. Highway 414
PO Box 160
Mountain View, V/Y 82939
7923 NIEMAN RD
LENEXA, KD,66214
PHONE: (855) 964-9274
SHELTER WALL SECTION
N.T.S.
] ToLERANcE:: ANSI
D
c
PLANS PREPARED FOR:
SITE NAME: PARACHUTE PEAK
LAT:39.60714
LONG: 108.268
ELEVATION:8712
TITLE:
sierr,
ENGINEERING LICENSE:
STATE OF
PE CERIIFICATE OF AUTHORIZATION
ENGINEER PE # DISCIPLINE
DRAWING NOTICE:
THE INFORMATION CONTAINED IN THIS
DRAWING 15 THE SOLE PROPERTY OF HCI
ENERGY, LLC. AND ANY REPRODUCTION IN
PART OR AS A WHOLE WITHOUT THE WRITTEN
PERMISSION OF HCI ENERGY, LLC. IS STRICTLY
PROHIBITED.
:USTOMER:
UNION WIRELESS
PROJECT:
2t 001
B
IDRWN. BY .
PP
icHr. si iitn;
IENG. BY i'PP'.
frppn. gy iiRA]:
SHEET NO.:ALZi 3oF4
Iiowc. rlo.:', 2100.l_c
DATE:
03/1s/2021
DATE:
03115/2021
oerE:
03/1s/2021
DATE:
03115/2021
! SHEET SIZE:
i!D
I
: REV,:
UP t0
:
24lj86
UNITS
GROUND
PASS -THRU
e,e1"H<-
H ---i
DETAIL G
SCALE I : 2
J
SECTION K-K
SCALE l:1.5
GENERAL NOTES:
1. DESIGN AND INSTALLATION OF FOUNDATION TO BE HANDLED BY LOCAL ENGINEER
OR ARCHITECT BASED ON SPECIFIC SITE, SOIL, AND INSTALLATION INFORMATION.
2. HCI ENERGY, LLC IS NOT RESPONSIBLE FOR THE SITE DESIGN AND INSTALLATION.
3. DIMENSIONSARE FOR REFERENCE ONLY.
SHELTER
LENGTH
D
c
1,,
2
8',{"
OVERALL
SHELTER
ANCHOR
THICKNESS I
K
1
K
ANCHOR
SECTION H-H
SCALE l:1.5
9!l?
ANCHOR
CENTERS
r3'-r8"
ENlRY
EXTERNAL
GROUND
BUS BAR
346
/
B
o
o
8f,6"
8
LP FUEL
r-6
CUSTOMER INTERFACE ITEMS
2
ore
850 N. Highway 414
PO Box 160
lrountain View, WY 82939 D
::,,,i]tm
Altenative powet on denand
7923 NIEMAN RD
LENEXA, KD,66214
PHONE: (8ss) 964-9274
c
PTANS PREPARED FOR:
SITE NAME: PARACHUTE PEAK
LAT:39.60714
LONG: -108.268
ELEVATION:8712
ENGINEERING LICENSE:
STATE OF
PE CERTIFICAIE OF AUTHORIZATION
ENGINEER PE # DISCIPLINE
DRAWING NOTICE:
CUSTOMER:
UNION WIRELESS
PROJECT:
2r 00r
TITLE:
ANCHOR DETAIL
SCALE:TOLERANCE:
ANSI
onri,
03115/2021
DATE:
03/15/2021
oArr:
03/1s/2021
N.T.S
DATE:
031t5/2021
B
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF HCI
ENERGY, LLC. AND ANY REPRODUCTION IN
PART OR AS A WHOLE WITHOUT THE WRITIEN
PERMISSION OF HCI ENERGY, LLC. IS STRICTLY
PROHIBITED.
DRWN. BY
PP
CHK. BY
JA
ENG. BY
PP
APPR. BY
RA
AI
,
,
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,
,
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Alteinative pov'M on denand
850 N. Highway 414
PO Box 160
Mountain View, WY 82939
2923 NIEMAN RD
LENEXA, KD, 662] 4
PHONE: (855) 964-9274
OVERALL SOLAR
PTANS PREPARED FOR:
SCALE:
N.T.S.
onwN. sv
PP
CHK. BY
JA
rNc. sV -'-
PP
nFie. ev
RA
SHEET NO.:A t.t
20F 4
DWG. NO,:
SITE NAIME : PARACHUTE PEAK
LAT: 39.607'14
LONG: -108.268
ELEVATION: 8712
l5'-t I t,,
4
WTH PUSH-BUTTON
COMBINATION
LOCKSET
DOOR
ENGINEERING LICENSE:
STATE OF
PE CERTIFICATE OF AUTHORIZATION
ENGINEER PE # DISCIPLINE
DRAWING NOTICE:
]HE INFORMATION CON]AINED IN lHIS
DRAWING IS THE SOLE PROPERTY OF HCI
ENERGY, LLC. AND ANY REPRODUCTION IN
PART OR AS A WHOLE WITHOUT THE WRITIEN
PERMISSION OF HCI ENERGY, tLC. IS STRICTLY
PROHIBITED.
UNION WIRELESS
PROJECT:
21 001
TITLE:
PROPOSED SHELTER PLAN VIEW
3'X 7', X 1-3/4'
ANCHOR
.o*
.-4
1 04"
END TO END ANCHOR
NOTES:
1, INSTALL SHELTER SUCH THAT SOLAR ARRAY IS ORIENTED 'I80'SOUTH FOR BEST PERFORMANCE.
2. ANCHOR BRACKETS SHIPPED LOOSE (SUPPLIED BY HCI ENERGY) INSTALL AFTER SHELTER IS PLACED ON FOUNDATION,
3. FOUNDATION AND ANCHOR HARDWARE DESIGNED AND SUPPLIED BY OTHERS,
4. LIQUID PROPANE COMPONENTS UP TO SHELTER CONNECTION SUPPLIED BY OTHERS.
5. ALL DIMENSIONS ARE IN FEET-INCHES / UNLESS MENTIONED OTHERS.
6. THIS OFF-GRID EQUIPMENT BUILDING IS POWERED BY ON.SITE SOLAR ARRAY AND PROPANE GENERATOR, NOT CONNECTED TO ELECTRIC UTILITY
7. CONTAINS NO PLUMBING FIXTURES AND NOT CONNECTED TO DOMESTIC OR WASTEWATER UTILITIES.
8. THIS BUILDING IS ACCESSIBLE ONLY TO QUALIFIED PERSONNEL FOR OCCASIONAL INSPECTION AND SERVICE OF EQUIPNIENT,
EXEIV]PT FROIVI ACCESSIBILITY REQUIREIVIENTS IN CHAPTER 11 OF THE IBC PER SECTION 'I'I03.2,9,
TOLERANCE:
ANSI
DATE:
03/1s12021
03/1s/2021
oiiE:- '-.
03/1s/2021
DATE:
03/1512021
SHEEI SIZE:
D
0
45l
l8
15-
38'TO 45'
(-)19
2
21 00r cuP
REV
D
c
B
:
N
D
c
B
2346.B
GENERAT NOTES
I. MECHANICAL FASTENERS AND SEALANTS ARE TO BE USED TO INTEGRATE
DAMPERS AND HVAC UNITS.2. IHE ENGINE EXHAUST VENT CAPS WILL BE INSIALLED BY HCI.
3. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR EQUIPMENT
TO SHELTER OWNER.
DAMPER SCHEDULE
MAX. SYSTEM
VELOCITY
LEAKAGE
(cFM/Sa. FT)
REMARKSMATERIALOPERATION
RANGE
MAX. SYSTEM
PRESSUREMANUFACTURERMODELMOUNTINGMARK
20.o-40. F TO 200' F 8.0 (in. w.G)25OO FPMCBD4SURFACE
MOUNT ALUMINUMBACKDRAFI DAMPER RUSKIN
3.0
1,2
-72" F10 27s" F 8.s (in. w.G)4OOO FPMcD 50 SURFACE
MOUNT ALUMINUMAUTOMATIC DAMPER RUSKIN
REMARKS:I. ALL DAMPERS WILL BE INSTALLED BY HCI.2. A24 VDC OPERATED ACTUATOR WILL BE INSTALLATED WITH THE AUTOMATIC DAMPER.
HVAC SCHEDUTE
ELECTRICALNOMINAL CAPACITIES
MCA
REMARKSOPERATION
RANGE ENCLOSURE
VOLTAGE INPUT
MODEL
COOLING HEATING
MARK MANUFACTURER
12.7 1,2,3,4-40" F TO r 3l' F UL TYPE 4 230 vAC (s0/60 HZ)ATl 2RNW I OC r 2000 BTU 1000wHVAC (WALL MOUNT)VOLTAIRE
REMARKS:I. HVAC UNITS WILL BE INSTALLED BY HCI.2. HVAC UNITS COMPLY WITH THE IECC FOR EQUIPMENT BUILDING.
3. HVAC UNII CAPACITIES SHOWN ARE UNIT PERFORMANCES.
4, OUAIHVNC UNlTSINTENDED FOR REDUNDANCY, NOT EXTRA CAPACITY. PROGRAMMABLE LEAD-LAG CONTROLL.ER TO BE INSTALLED BY
HCIAND CONFIGURED BY OTHERS.
AUTOMATIC DAMPER
(BEHTND PROTECTIVE HOOD)I nnl,,"
\ ,.,8
HVAC (WALL MOUNr)
ENGTNE EXHAUSi PORT (O3
BACKDRAFT
DAMPER
^ ^7 ,.146
<1 HVAC
{wALL MOUNT)
EL (LP) SUPPLY LINE
13* )
44"
?448
?
87l
-^ I 5,,:,Jr6
, rl,*,8
2st {'t'7
1L^^1,,
ELEVATION DETAILS: HVAC, ENGINE EXHAUST PORT, AND DAMPERS.
6 4 3
oo
? q -.1,,29
2
DWG. NO.:
21 001
REV
850 N. HGHWAY 41 4
POBOX# r60
MOUNTAIN VIEW, WY 82939
]lhsr
t':tAlbtalire po*e, on demand
7923 NIEMAN RD
LENEXA, KD,66214
PHONE: {85s) 964-9274
PLANS PREPARED FOR:
SITE NAME: PARACHUTE PEAK
SITE LOCATION:
39'36'25.7',N r 08"1 6'04.8"W
,ro,"rrotrc |-,cr*sr'
STATE OF
PE CERTIFICATE OF AUTHORIZATION
ENGINEER PE # DISCIPLINE
] DRAWING NOTICE:
THE INFORMATION CONTAINED IN IHIS
DRAWING IS THE SOLE PROPERTY OF HCI
ENERGY, LLC. AND ANY REPRODUCTION IN
PART OR A5 A WHOLE WITHOUT THE WRITIEN
PERMISSION OF HCI ENERGY, LLC. IS STRICTLY
PROHIBITED.
CUSTOMER:
UNION WIRELESS
PROJECT:
2t 001
TITLE:
ETEVAIION TAYOUI
SCALE:
N.T.S.
oewl. av " "
KM
CHK. BY
JA
ENG. BY "
KM
eppn. ev
RA
SHEETNO.: Ml.l
20F 2
TOLERANCE:
ANSI
DATE:
3/11/2021
DATE:
3/11/2021
DATE:
3/11/2021
DATE:
3/11/2021
SHEET SIZE:
D
0
D
c
B
9
I
234568
MECHANICAT PIAN SHEET INDEX
Mt.0 COVERSHEET
Mt.1 ELEVATION LAYOUT
D
I
850 N. HGHWAY 414
PO BOX # 160
MOUNTAIN VIEW, WY 82939
lt
Albilrati',d rd{er on d$ffi,y!
7923 NIEMAN RD
LENEXA, KD,66214
PHONE: (855) 96+9274
HtrI
ENEHGY
SITE NAME: PARACHUTE PEAK
SITE LOCATION:
39'36',25.2'N I 08"1 6'04.8'W
PTANS PREPARED FOR:
ENGINEERING LICENSE:
STATE OF
PE CERTIFICATE OF AUTHORIZAIION
ENGINEER PE # DISCIPLINE
DRAWING NOTICE:
THE INFORMATION CONIAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF HCI
ENERGY, LLC. AND ANY REPRODUCTION IN
PART OR AS A WHOLE WITHOUT THE WRITIEN
PERMISSION OF HCI ENERGY, LLC. IS STRICTLY
PROHIBI]ED.
UNION WIRELESS
CUSTOMER:
2t 001
PROJECT:
TITLE:
COVERSHEET.MECHANICAI. PTAN
N.T.S.
SCALE:
ANSI
TOLERANCE:
DRWN. BY
KM 3/11/2021
DAtE:
CHK, BY
JA 3/1112021
DATE:
ENG. BY
KM
DATE:
3/11/2021
APPR. BY
RA
DATE:
3/11/2021
SHEETNo.: Ml.0
10F2
SHEET SIZE:
D
DWG. NO.:
21 00]
REV.:
0
L c
B
:
&
R
s
234678