Download - CSP JUDGE (ALT 2)...one (1) new manufactured galvanized commscope platform with canopy for equipment cabinets one (1) new commscope rba72-36 cabinet mounted on galvanized commscope

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SHEET INDEXTITLE

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THESE DRAWINGS AND SURVEYS ARE COPYRIGHT PROTECTEDAND THE SOLE PROPERTY OF J5 INFRASTRUCTURE PARTNERS,

LLC AND PRODUCED FOR THE USE OF OUR CLIENT. ANYREPRODUCTION OR USE OF THE INFORMATION CONTAINED

WITHIN SAID DOCUMENTS IS PROHIBITED WITHOUT THEWRITTEN CONSENT OF J5 INFRASTRUCTURE PARTNERS.

9673 TOWNER AVE.PEYTON, COLORADO 80831

EL PASO COUNTY

11/19/2018 10:19 AM

CSP JUDGE (ALT 2)

COLLOCATION COMMUNICATION SITE

T1

CVA 11/09/18 -

3131 SOUTH VAUGHN WAY, SUITE 550AURORA, COLORADO 80014

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PCD FILE NO. TWR184

TITLE SHEET

ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING APPLICABLE CODES:USED Code Year / Type: (ORDINANCE)

X 2015 INTERNATIONAL BUILDING CODE (IBC)

X 2015 UNIFORM PLUMBING CODE (W/O CHAP. 13) (UPC).

X 2015 INTERNATIONAL FUEL GAS CODE (IFGC)

X 2015 INTERNATIONAL RESIDENTIAL CODE (IRC)

X 2015 INTERNATIONAL MECHANICAL CODEX 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

X 2015 INTERNATIONAL FIRE CODE (IFC)

X 2012 NATIONAL ELECTRICAL CODE (NEC).REFER TO BUILDING PERMIT DOCUMENTS AND ALL CONSTRUCTION DOCUMENTS FORADDITIONAL CODE REQUIREMENTS.

CSP JUDGE (ALT 2)

PUBLIC RECORD PARCEL NO. 5225300002


EL PASO COUNTY

EXISTING 99'-0" LIGHT POLE(OVERALL HEIGHT: 100'-0" A.G.L.)


PROJECT NO. 20171579416

T1 TITLE SHEET ASP1 SPECIFICATION & PHOTO SHEET A

C1 SITE PLAN & SETBACK SITE PLAN AC2 AC3 ELEVATIONS A

C5 SECTIONS & DETAILS A

RF1 A

LS1 LAND SURVEY 6

OWNER: FALCON SCHOOL DIST 4910850 E WOODMEN RDPEYTON, COLORADO 80831

CONTACT: MELISSA ANDREWS PHONE: 719-494-8997TOWER OWNER: VERTICAL BRIDGE HOLDINGS LLC

750 PARK OF COMMERCE DRIVE # 200BOCA RATON, FLORIDA 33487

CONTACT: TIFFANY MCCLURG PHONE: 206-719-1693JURISDICTION: EL PASO COUNTY

2880 INTERNATION CIRCLE, SUITE 100COLORADO SPRINGS, COLORADO 80910

PIKES PEAK REGIONAL BUILDING DEPARTMENTCONTACT: MICHAEL REBENAR, PLANNER PHONE: 719-520-6442

PUBLIC RECORD PARCEL NO: 5225300002

1.PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL FAMILIARIZEHIMSELF/HERSELF WITH THE SCOPE OF WORK AND ALL CONDITIONS AFFECTINGTHE PROPOSED PROJECT.

2.

CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS OF THE JOBSITE AND CONFIRM THAT WORK AS INDICATED ON THESE CONSTRUCTIONDOCUMENTS CAN BE ACCOMPLISHED AS SHOWN PRIOR TO COMMENCEMENT OFANY WORK.

3. ALL FIELD MODIFICATIONS BEFORE, DURING, OR AFTER CONSTRUCTION SHALL BEAPPROVED IN WRITING BY A VERIZON REPRESENTATIVE.

4.INSTALL ALL EQUIPMENT AND MATERIALS PER THE MANUFACTURER'SRECOMMENDATIONS, UNLESS INDICATED OTHERWISE.

5.

NOTIFY VERIZON, IN WRITING, OF ANY MAJOR DISCREPANCIES REGARDING THECONTRACT DOCUMENTS, EXISTING CONDITIONS, AND DESIGN INTENT. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM AVERIZON REPRESENTATIVE AND ADJUSTING THE BID ACCORDINGLY.

6.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF THE WORK UNDERTHE CONTRACT.

7.

CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS AND FINISHES THATARE TO REMAIN. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCURDURING THE CONSTRUCTION TO THE SATISFACTION OF A VERIZONREPRESENTATIVE.

8.

THE CONTRACTOR IS RESPONSIBLE FOR RED-LINING THE CONSTRUCTION PLANSTO ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. FOLLOWING THE FINALINSPECTION BY VERIZON, THE CONTRACTOR SHALL PROVIDE VERIZON WITH ONECOPY OF ALL RED-LINED DRAWINGS.

9.

VERIFY ALL FINAL EQUIPMENT WITH A VERIZON REPRESENTATIVE. ALL EQUIPMENTLAYOUT, SPECS, PERFORMANCE INSTALLATION AND THEIR FINAL LOCATION ARETO BE APPROVED BY VERIZON. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING HIS/HER WORK WITH THE WORK AND CLEARANCES REQUIRED BYOTHERS RELATED TO SAID INSTALLATIONS.

THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.LANDINGS AND EXITS SHALL COMPLY WITH ALL APPLICABLEBUILDING CODES.

ACQUIRE REFERENCE FROM SURVEY SHEET.

RADIATION FROM THIS FACILITY WILL NOT INTERFERE WITHOPERATION OF OTHER COMMUNICATION DEVICES.

FOR LEASING/ZONING

PRELIMINARY

FROM THE VERIZON OFFICE LOCATED AT 3131 SOUTHVAUGHN WAY, AURORA, CO: HEAD SOUTHWEST ON SVAUGHN WAY. TURN LEFT ONTO DAM RD, KEEP RIGHTAT THE FORK, FOLLOW SIGNS FOR CO-83 S/PARKER RDAND MERGE ONTO CO-83 S/S PARKER RD, MERGE ONTOCO-83 S/S PARKER RD FOR 7.6 MI, CONTINUE STRAIGHTONTO CO-83 S/S PARKER RD/N STATE HWY 83 FOR 36.1MI, TURN LEFT ONTO HODGEN RD FOR 8.5 MI, TURNRIGHT ONTO MERIDIAN RD FOR 6.6 MI, TURN RIGHTONTO LONDONDERRY DR, TURN LEFT ONTO TOWNERAVE, TURN LEFT AT STAPLETON DR N, SITE WILL BEWEST OF TRACK FIELD.

SITE

UC1 UTILITY COORDINATION SITE PLAN A

G1 GROUNDING SITE PLAN AE1 A

G2 GROUNDING DETAILS A

VERIZONCONSTRUCTION DEPARTMENT3131 VAUGHN WAY, SUITE 550AURORA, COLORADO 80014

CONTACT: MARK WILSONPHONE: 303-905-9324EMAIL: [email protected]

J5 INFRASTRUCTURE PARTNERS8392 S CONTINENTAL DRIVE RD UNIT 101LITTLETON, CO 80127

CONTACT: STEVE HAAGPHONE: 303-683-3194 EXT. 151

VICINITY MAPSCALE: N.T.S.

J5 INFRASTRUCTURE PARTNERS8392 S CONTINENTAL DRIVE RD UNIT 101LITTLETON, CO 80127

CONTACT: LANCE BLEYHLPHONE: 720-201-7385

THIS PROJECT CONSISTS OF THE FOLLOWING:

▪ EXISTING STADIUM LIGHT POLE ▪ ONE (1) 100'-0" (A.G.L) LIGHT POLE (DESIGNED BY VERTICAL BRIDGE) ▪ ONE (1) NEW MANUFACTURED GALVANIZED COMMSCOPE ▪ PLATFORM WITH CANOPY FOR EQUIPMENT CABINETS ▪ ONE (1) NEW COMMSCOPE RBA72-36 CABINET MOUNTED ON ▪ GALVANIZED COMMSCOPE PLATFORM WITH CANOPY ▪ ONE (1) NEW COMMSCOPE RBA72-30 CABINETS MOUNTED ON ▪ GALVANIZED COMMSCOPE PLATFORM WITH CANOPY ▪ NINE (9) NEW PANEL ANTENNAS ▪ FOUR (4) NEW MAIN OVP UNITS ▪ SIX (6) NEW RRH UNITS ▪ TWO (2) NEW LOW INDUCTANCE HYBRID CABLES ▪ THREE (3) NEW 4"Ø PVC CONDUIT PIPES FOR CABLING ▪ ONE (1) NEW GENERATOR PLUG ▪ NEW GALVANIZED DOGHOUSE

TC1 FIBER COORDINATION SITE PLAN A

C4 ELEVATIONS A

LS2 LAND SURVEY 6LS3 LAND SURVEY 6LS4 LAND SURVEY 6

By:Len KendallDate:12/27/2018El Paso County Planning & Community Development

Approved

PROJECT NAME:

DESIGNED BY:

DESIGNED FOR:

BYDESCRIPTIONREV

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SHEET TITLE:

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EL PASO COUNTY

11/19/2018 10:19 AM

CSP JUDGE (ALT 2)


SP1

CVA 11/09/18 -


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PCD FILE NO. TWR184

SPECIFICATION & PHOTO SHEET

FOR LEASING/ZONING

PRELIMINARY

CENTERLINE

PENNY

ROUND/DIAMETERC

d

Ø

APPROXIMATELY~

SPOT ELEVATION

CONTROL OR DATUM POINT

EQUIPMENT ORFIXTURE NUMBER

KEYED NOTE

T.C. 1631.33F.L. 1631.00

TOP OF WALL

1639.00

NEW CONTOUR

EXISTINGCONTOUR

PROPERTY LINESHEET WHERE TAKEN

SHEET WHERE DRAWN

SECTION LETTER

SHEET WHERE TAKEN

SHEET WHERE DRAWN

REFERENCE LETTEROR NUMBER

SHEET WHERE TAKENSHEET WHERE DRAWN

DETAIL NUMBER

1631

1631

SECTION OR DETAILSCALE:

HYBRID & COAX CABLESDC POWERFIBERANTENNASPENETRATIONSRRH/BBUEXISTING EASEMENTLEASE AREAACCESS/UTILITY EASEMENTNEW WORK/UTILITY EASEMENTWALL HATCHEXISTING

1. THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT (IF AVAILABLE) AND SHALLCONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION.

2. THE GEOTECHNICAL ENGINEER (OR INSPECTOR) SHALL INSPECT THE EXCAVATION PRIOR TOTHE PLACEMENT OF CONCRETE AND SHALL PROVIDE A NOTICE OF INSPECTION FOR THEBUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSES.

3. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS NECESSARY TO SUPPORT THEEXCAVATION DURING CONSTRUCTION.

4. REBAR AT BOTTOM OF FOUNDATIONS SHALL BE BONDED TO SITE GROUNDING SYSTEM (WHENAPPLICABLE). SEE ADDITIONAL DETAILS ON GROUNDING SITE PLAN.

5. ALL FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLLSUB-GRADE PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BYEQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER-EXCAVATED ANDREPLACED WITH "LEAN CONCRETE FILL".

6. STRUCTURAL BACKFILL SHALL BE GRANULAR FREE-DRAINING MATERIAL FREE OF DEBRIS,ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED INLIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY ASDETERMINED PER ASTM D1557 (MODIFIED PROCTOR).

1. ALL STEEL SHALL BE GALVANIZED PER ASTM A123 & CONFORM TO THE FOLLOWING MINIMUMSPECS.: HSS SHAPES (TUBE) ASTM A500, GR. B (46 KSI) HSS SHAPES (ROUND) ASTM A500, GR. B (42 KSI) W-SHAPES ASTM A992, (50 KSI) ASTM A36

2. ALL BOLTS SHALL BE GALVANIZED PER ASTM A153 AND CONFORM TO ASTM A325 U.N.O. ALLBOLTED CONNECTIONS SHALL BE EQUIPPED WITH AN APPROVED NUT-LOCKING DEVICE.

3. ALL WELDING WORK SHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE. ALLWELDING SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. WELDING ELECTRODES SHALLBE E70XX.

4. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO AISCSPECS AND CODES, LATEST EDITION.

5. AT HIS OWN DISCRETION, THE CONTRACTOR MAY SUBMIT DETAILED, ENGINEERED,COORDINATED AND CHECKED SHOP DRAWINGS FOR ALL STRUCTURAL STEEL TO THE ENGINEEROF RECORD TO REVIEW FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO THE START OFFABRICATION AND/OR ERECTION. J5 INFRASTRUCTURE PARTNERS IS ABSOLVED OF ALLLIABILITY ASSOCIATED WITH THE MISINTERPRETATION OF THE CONSTRUCTION DOCUMENTS IFCONTRACTOR CHOOSES NOT TO SUBMIT SHOP DRAWINGS.

6. TORCH-CUTTING OF ANY KIND SHALL NOT BE PERMITTED.7.

1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 19 OF THE IBC & ACI 318, "BUILDINGCODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST EDITION & HAVE THE FOLLOWINGPROPERTIES: A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI. B CEMENT SHALL BE "LOW-ALKALI" (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 CONCRETE MIX SHALL BE SUBMITTED TO THE ENGINEER 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 11

2". F MAXIMUM SLUMP: 3" (FOUNDATION, FOOTING, SLAB), 4" (WALL, COLUMN, BEAM)

2. FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347. TOLERANCES IN NO CASE SHALL FINISHED CONCRETE

SURFACES EXCEED THE FOLLOWING VALUES AS MEASURED FROM NEAT PLAN LINES ANDFINISHED GRADES:

3. CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 34" U.N.O.

4. CONCRETE FINISHING: A FLOORS: CONCRETE FLOOR SLABS SHALL BE FINISHED IN ACCORDANCE WITH ACI 302.1 CHAPTER 8. PROVIDE CLASS 4 FINISH U.N.O. PROVIDE NON-SLIP FINISH FOR EXTERIOR SURFACES. B OTHER SURFACES: CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI 301 SECTIONS 5.3, 6.3, AND 7.3. PROVIDE ROUGH FINISH FOR ALL SURFACES NOT EXPOSED TO VIEW AND SMOOTH FINISH FOR ALL OTHERS, U.N.O.

5. A MINIMUM OF ONE (1) SET OF CONCRETE CYLINDERS SHALL BE TAKEN (IF REQUIRED BY SPECIALINSPECTIONS ON SHEET IN1). EACH SET SHALL CONSIST OF THREE (3) CYLINDERS. ONE (1) SHALLBE TESTED AT 7 DAYS, TWO (2) SHALL BE TESTED AT 28 DAYS. ALL CYLINDERS SHALL BE TAKEN,PREPARED AND TESTED BY A TESTING LAB IN ACCORDANCE WITH ASTM C172, C31 AND C39.

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL/HORIZONTAL BARS SHALL BEGRADE 60; TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE 40. ALL REINFORCING STEEL SHALLHAVE 3" (± 3 8") OF CONCRETE COVER, U.N.O.

2. ALL BAR BENDS, HOOKS, SPLICES AND OTHER REINFORCING STEEL SHALL CONFORM TO THEREQUIREMENTS OF ACI 315.

3. ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP OF 48 BAR DIAMETERS. LAP SPLICES OFDEFORMED BARS IN TENSION ZONES SHALL BE CLASS-B SPLICES. WELDING OF BARS IS NOTPERMITTED.

4. AT ALL CORNERS AND WALL INTERSECTIONS, PROVIDE BENT HORIZONTAL BARS TO MATCH THEHORIZONTAL REINFORCING STEEL.

5. PROVIDE VERTICAL DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICALREINFORCING BAR SIZE AND SPACING.

6. ACI-APPROVED PLASTIC-COATED BAR CHAIRS OR PRECAST CONCRETE BLOCKS SHALL BEPROVIDED FOR SUPPORT OF ALL GRADE-CAST REINFORCING STEEL & SHALL BE SUFFICIENT INNUMBER TO PREVENT SAGGING. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACTWITH THE FORMS OR THE SUB-GRADE.

7. DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITIONPRIOR TO PLACING CONCRETE. IN NO CASE SHALL DOWELS OR ANCHOR BOLTS BE "STABBED"INTO FRESHLY-POURED CONCRETE.

1. CONTRACTOR TO INSTALL MAIN OVP, SECTOR BOXES, REMOTE RADIO HEADS, TOWERMOUNTED AMPLIFIERS, AND/OR DIPLEXERS PER MANUFACTURER'S RECOMMENDATIONS.

2. ALL BOLTS SHALL BE TIGHTENED PER AISC REQUIREMENTS.3. ANY GALVANIZED SURFACES THAT ARE DAMAGED BY ABRASIONS, CUTS, DRILLING OR FIELD

WELDING DURING SHIPPING OR ERECTION SHALL BE TOUCHED-UP WITH TWO COATS OF COLDGALVANIZING COMPOUND MEETING THE REQUIREMENTS OF ASTM A780.

ALL LOADS DERIVED FROM REQUIREMENTS OF INTERNATIONAL BUILDING CODE 2015, ASCE 7-10,"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" & ANSI TIA-222-G "STRUCTURALSTANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS".

1. WIND LOADS: IBC 2015 §1609 & ASCE 7-10 §28.4 (SIMPLIFIED METHOD) Vult = 105 MPH OCCUPANCY CAT. = II; EXPOSURE CAT. = C; IMPORTANCE FACTOR = 1.0

2. SEISMIC LOADS: IBC 2015 §1613 & ASCE 7-10 §12.14 (SIMPLIFIED METHOD) OCCUPANCY CAT. = II; SITE CLASS = D V = R F = 1.0 (SINGLE-STORY), 1.1 (TWO STORY), 1.2 (THREE STORY) SDS = (2/3) SMS R = 1.5 (ORDINARY PLAIN CONCRETE SHEARWALLS), 6.5 (LIGHT-FRAMED WALLS W/ WOOD STRUCTURAL PANELS), 4.0 (ORDINARY REINFORCED CONCRETE SHEARWALLS)

COMMUNICATION STRUCTURES:1. WIND LOADS: IBC 2015 §1609, ASCE 7-10 §29.5 & ANSI TIA-222-G

Vult = 120 MPH (3-SEC. GUST) V = 50 MPH (0" RADIAL ICE) STRUCTURE CLASS. = II; EXPOSURE CAT. = C; IMPORTANCE FACTOR = 1.0

2. SEISMIC LOADS: IBC 2015 §1613, ASCE 7-10 §15.6.6 & ANSI TIA-222-G V = (EQUIVALENT LATERAL FORCE PROCEDURE (METHOD 1)) R V = (EQUIVALENT MODAL ANALYSIS PROCEDURE (METHOD 2)) R

1. CONTRACTOR IS RESPONSIBLE FOR ERECTING TEMPORARY BARRICADES AND/OR FENCING TOPROTECT THE SAFETY OF THE PUBLIC DURING CONSTRUCTION. THE CONTRACTOR SHALLREMOVE ALL TEMPORARY BARRIERS AND REPAIR ALL DAMAGE TO PROPERTY ON THE SITECAUSED BY THIS CONSTRUCTION. THE COST OF REPAIR IS THE CONTRACTOR'SRESPONSIBILITY.

2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERALREQUIREMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THESITE PRIOR TO ORDERING ANY MATERIALS OR CONDUCTING ANY WORK.

4. EXCESS SOIL MATERIAL AND DEBRIS CAUSED BY THIS CONSTRUCTION SHALL BE REMOVEDFROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.

5. CONTRACTOR SHALL MAKE ADJUSTMENTS TO GRADING ELEVATIONS AS NECESSARY TOENSURE A SITE FREE OF DRAINAGE PROBLEMS.

6. CONTRACTOR SHALL COORDINATE A CONSTRUCTION LAYDOWN AREA WITH THE PROPERTYOWNER. CONSTRUCTION LAYDOWN AREA SHALL BE FENCED-IN WITH TEMPORARY (45 DAY)CONSTRUCTION FENCE. THE TEMPORARY FENCE SHALL BE CONSTRUCTED OF 6' HIGH CHAINLINK FABRIC AND IS TO BE REMOVED AT THE END OF CONSTRUCTION. LAYDOWN AREA IS TO BERESTORED TO ITS ORIGINAL CONDITION AFTER FENCE REMOVAL.

7. SURVEY INFORMATION SHOWN WAS CREATED FROM RECORD INFORMATION AND DOES NOTCONSTITUTE A LEGAL BOUNDARY SURVEY.

8. THESE PLANS DO NOT ADDRESS THE SAFETY AND STABILITY OF THE STRUCTURE DURINGASSEMBLY AND ERECTION, WHICH ARE THE RESPONSIBILITY OF THE ERECTOR, BASED ON THEMEANS AND METHODS CHOSEN BY THE ERECTOR.

9. NEW EQUIPMENT COMPOUND SHALL BE COVERED W/ 4" CRUSHED ROCK INSTALLED OVERCLIENT-APPROVED WEED BARRIER MATERIAL (IF APPLICABLE). (OR PER BUILT-UP COMPOUNDSECTION.)

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE PROJECT SCOPE OF WORKDEFINED UNDER THE REQUEST FOR PROPOSAL (RFP) FOR THIS PROJECT AND ALL ASSOCIATEDATTACHMENTS AND DOCUMENTS PROVIDED.

THE RFP AND ALL ASSOCIATED DOCUMENTS SHALL DEFINE THE COMPLETE PROJECT SCOPE OFWORK. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL DOCUMENTS AND ISSOLELY RESPONSIBLE FOR ALL WORK.

ALL DOCUMENTS INCLUDED WITHIN THE PROJECT REQUEST FOR PROPOSAL ARE REQUIREDFOR THE COMPLETE PROJECT SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL WORK (EQUIPMENT, MATERIAL, INSTALLATION, TESTING, ETC.) INDICATED IN ALLDOCUMENTS. THE RFP, VERIZON NETWORK STANDARDS AND PROJECT ADDENDUMS ANDCLARIFICATIONS ARE COMPLEMENTARY TO EACH OTHER. THE FORMAT OF THESPECIFICATIONS AND DRAWING NUMBERING PER DISCIPLINE IS NOT INTENDED TO IMPLYSEGREGATION OF SUB CONTRACTOR WORK. CONTRACTOR SHALL ASSIGN ALL SUBCONTRACTOR WORK AND VERIZON WILL NOT ACCEPT ANY CHANGE ORDERS FOR INTERNALCONTRACTOR WORK ASSIGNMENTS.

CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING ALL RFP DOCUMENTS TO THEIR SUBCONTRACTORS. ALL RFP DOCUMENTS ARE REQUIRED TO INDICATE THE PROJECT SCOPE OFWORK. PARTIAL SUB CONTRACTOR DOCUMENT PACKAGES ARE HIGHLY DISCOURAGED.

IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, REFERENCEDSTANDARDS, VERIZON STANDARDS, OR AGREEMENT TERMS AND CONDITIONS THE ARCHITECT/ENGINEER SHALL BE CONTACTED FOR FORMAL INTERPRETATION OF THE REQUIREMENTS. THECONTRACTOR SHALL BE DEEMED TO HAVE PROVIDED THE DETAILED AND EXPENSIVEINTERPRETATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECT/ ENGINEERINTERPRETATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO VERIZON.

1. CONTRACTOR TO INSTALL ANTENNAS, MOUNTS AND TOWER HARDWARE PER MANUFACTURER'SRECOMMENDATIONS (OR AS REQUIRED BY THE OWNER/PROVIDER).

2. ALL BOLTS SHALL BE TIGHTENED PER AISC REQUIREMENTS (SEE STEEL NOTES).3. ANY GALVANIZED SURFACES THAT ARE DAMAGED BY ABRASIONS, CUTS, DRILLING OR FIELD

WELDING DURING SHIPPING OR ERECTION SHALL BE TOUCHED-UP WITH TWO COATS OF COLDGALVANIZING COMPOUND MEETING THE REQUIREMENTS OF ASTM A780.

4. ANTENNA MOUNTS SHALL NOT BE USED AS A CLIMBING DEVICE. WORKERS SHALL ALWAYS TIEOFF TO AN APPROVED CLIMBING POINT.

5. SEE ALSO GENERAL ANTENNA NOTES ON SHEET RF1 (IF APPLICABLE).

VIEW OF EXISTING STADIUM LIGHT POLE(LOOKING SOUTHEAST)

VIEW OF NEW LEASE AREA(AERIAL VIEW)

NEW VERIZON 13'-0"x18'-0"LEASE AREA (234 SQ. FT)

EXISTING LIGHT POLE(TO BE REMOVED BYVERTICAL BRIDGE)


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PROJECT NAME:

DESIGNED BY:

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BYDESCRIPTIONREV

SAVE DATE:

SHEET TITLE:

DATE

SHEET NUMBER:

CHK

PROJECT ADDRESS:





EL PASO COUNTY

11/19/2018 10:19 AM

CSP JUDGE (ALT 2)


C1

CVA 11/09/18 -


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PCD FILE NO. TWR184

SITE PLAN & SETBACK SITE PLAN

SITE PLANSCALE: 1" = 60'-0"

NORTH

FOR LEASING/ZONING

PRELIMINARY

60'-0"

SCALE: 1" = 60'-0"

60'-0" 0

12'36'

FALCON SCHOOL DIST 49APN#: 5225300002

ZONED: RR-5

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NEW VERIZONLEASE CORNER, TYP.

LONDONBERRY DRIVE

EXISTINGSPORTS

FIELD

NEW VERIZON 99'-0" LIGHT POLE(100'-0" A.G.L.)

(DESIGNED BY VERTICAL BRIDGE)

1. INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY.ALL DATA GATHERED FROM PUBLIC RECORDS AND GENERATEDFROM AERIAL IMAGES AND SITE VISITS. INFORMATION DOESNOT CONSTITUTE A LEGAL BOUNDARY SURVEY AND SHOULDNOT BE USED FOR SURVEYING OR OTHER RELATED PURPOSES.

2. SITE PLAN DATA AS SHOWN IS BASED UPON A LIMITED SITEMAPPING OF THE SURROUNDING AREA AND ARCHIVED SURVEYDOCUMENTS. DATA AS SHOWN IS FOR REFERENCE ONLY.CONFIRMATION AND PROOF OF LEASE AREA AND/OREASEMENTS IS BEYOND THE SCOPE OF THIS PROJECT.

NEW VERIZON FIBER VAULT

EXISTING VERTICAL BRIDGE 15'-0" WIDE

ACCESS & UTILITY EASEMENT



EXISTING VERTICAL BRIDGE 15'-0" WIDEACCESS & UTILITY EASEMENT

(BOOK AND PAGE OR RECORDATION NUMBER FOR THE EXISTING

ACCESS EASEMENT TO BE ADDED AT CONSTRUCTION DRAWINGS)

NEW VERIZON 5'-0" WIDEUTILITY EASEMENT

FUTURE VERIZON20'-0"x20'-0" COMPOUND

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UEUE

UEUE

UEUE

UEUE

XX

XX

XX

XX

XX

XX

XX

XX

XX

X X X

XX

X

UE

UE

UE

FOFO

FOFO

FOFO FO FO FO FO

FO FO FO FO FO FO

UEUE

UEUE

UEUE UE UE

UEUE

UEUE

UEUE

UEUE

FO

UGE UGE

X X

X X X X X X

X X

X X

X

XX

XX

XX

X

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XX

XX

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PROJECT NAME:

DESIGNED BY:

DESIGNED FOR:

BYDESCRIPTIONREV

SAVE DATE:

SHEET TITLE:

DATE

SHEET NUMBER:

CHK

PROJECT ADDRESS:





EL PASO COUNTY

11/19/2018 10:19 AM

CSP JUDGE (ALT 2)


C2

CVA 11/09/18 -


EX

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PCD FILE NO. TWR184

ENLARGED SITE PLAN&

EQUIPMENT LAYOUT PLAN

ENLARGED SITE PLANSCALE: 3/16" = 1'-0"

FOR LEASING/ZONING

PRELIMINARY

6'-0"

SCALE: 316" = 1'-0"

6'-0" 0

2'4'

120° AZIMUTH

0° A

ZIM

UTH

240° AZIMUTH

NORTH

DEMO PLANSCALE: ############

EQUIPMENT LAYOUT PLANSCALE: 1/4" = 1'-0"

4'-0"

SCALE: 14" = 1'-0"

4'-0" 0

2'

8'-0"

SCALE: 18" = 1'-0"

8'-0" 0

2'4'6'

NORTH

NORTH

1. PRIOR TO EXCAVATION, CONTRACTOR SHALL CHECK THE AREAFOR UNDERGROUND FACILITIES.

2. EXISTING ANTENNAS BY OTHER CARRIERS NOT SHOWN FORCLARITY.


ZONED: RR-5

NEW VERIZON 9'-4" X 11'-0" X 12'-0" HIGH GALVANIZED PLATFORMWITH CANOPY FOR NEW OUTDOOR EQUIPMENT CABINETS,

SEE DETAIL .

EXISTINGTRACK FIELD

13'-0"LEASE AREA

18'-0

"LE

AS

E A

RE

A

3'-3

"8'

-2"

6'-7

"

℄

℄

1'-7" 9'-10" 1'-7"

EXISTINGTRACK FIELD

℄℄

NEW VERIZON INTEGRATED LOAD CENTER MOUNTEDTO NEW GALVANIZED PLATFORM RAILING,

SEE DETAIL .

NEW VERIZON GPS ANTENNA MOUNTEDTO CANOPY OF PLATFORM

(1) NEW VERIZON YELLOW GUIDE LINE SIGN(1) NEW BLUE CAUTION SIGN

(1) NEW GREEN NOC SIGN MOUNTED AT NEW GATE

(6) NEW VERIZON RRH UNITSMOUNTED BEHIND NEW ANTENNAS,

SEE DETAIL .

(2) NEW VERIZON MAIN OVP UNITSMOUNTED TO V-BOOMS,

SEE DETAIL .

(3) NEW VERIZON V-BOOMS

(9) NEW VERIZON PANEL ANTENNASMOUNTED ON V-BOOMS

FUTURE 99'-0" LIGHT POLE(100'-0" A.G.L.)


NEW VERIZON GALVANIZEDDOGHOUSE AT GROUND LEVEL,

SEE DETAIL .

(3) NEW VERIZON U.G. 4"Ø PVC CONDUIT FOR NEW CABLINGFROM NEW EQUIPMENT CABINETS TO DOGHOUSE AT BASE OF NEW LIGHT POLE

SEE DETAIL .

(2) NEW VERIZON LOW INDUCTANCE HYBRID CABLES IN NEWCONDUIT FROM NEW EQUIPMENT CABINETS THROUGH

DOGHOUSE AT BASE OF LIGHT POLE THROUGH LIGHT POLE PORT




FUTURE VERTICAL BRIDGE CHAIN-LINK FENCE,SEE DETAIL .

FUTURE VERTICAL BRIDGE CHAIN-LINK ACCESS GATE,SEE DETAIL .

10'-0

"6'

-0"

2'-0

"1'

-6"

2'-6

"3'

-0"

GAT

E

3'-0

"G

ATE

3'-0

"G

ATE

FUTURE VERTICAL BRIDGE 20'x20' EXPANDEDLEASE AREA (400 SQ. FT.)

NEW VERIZON LEASE CORNER, TYP.

NEW VERIZON 13'-0"x18'-0" LEASE AREA(234 SQ. FT)

NEW VERIZON 5'-0" WIDE

UTILITY ROUTE

NEW VERIZON 5'-0" WIDE

UTILITY ROUTE

NEW VERIZON TECH LIGHTING MOUNTED TONEW PLATFORM RAILING, TYP., SEE DETAIL

NEW VERIZON GENERATOR PLUG MOUNTEDTO NEW GALVANIZED PLATFORM, SEE DETAIL

NEW VERIZON COMMSCOPE RBA72-30 CABINETMOUNTED TO NEW GALVANIZED PLATFORM


(2) NEW VERIZON MAIN OVP UNITS MOUNTEDTO NEW GALVANIZED PLATFORM,SEE DETAIL

NEW VERTICAL BRIDGE CHAIN-LINKACCESS GATE, SEE DETAIL

EXISTING UTILITY VAULT, TYP.

FUTURE 12' ACCESS GATE

EXISTING CHAIN LINK FENCE

FUTURE EQUIPMENT PLATFORM(OTHER CARRIER)

FUTURE ACCESS GATE

EXISTING DOGHOUSE

FUTURE OUTDOOR EQUIPMENT CABINETS(OTHER CARRIER)

FUTURE CABLE BRIDGE(OTHER CARRIER)

EXISTING U.G. ELECTRIC

EXISTING U.G. FIBER

EXISTING U.G. ELECTRIC

2C2 C5

3C2 C5

4C2 C5

5C2 C5

6C2 C5

1C2 C5

7C2 C5

8C2 C5

2C2 C5

3C2 C5

9C2 C5

10C2 C5

RELOCATED PAD MOUNTED TRANSFORMER

FUTURE CARRIER 20'-0"x20'-0" COMPOUND

EXTEND EXISTING CULVERT AT LOWEST ELEVATIONAT SITE ACCESS ROAD, SEE DETAIL

NEW U.G. ELECTRICAL FEEDER ROUTE IN EASEMENTFROM EXISTING UTILITY COMPANY PAD MOUNTED

TRANSFORMER TO UTILITY COMPANY METERPEDESTAL WITH 200A MAIN CIRCUIT BREAKER.

NEW UTILITY COMPANY METER PEDESTALWITH 200A MAIN CIRCUIT BREAKER .

TO BE REMOVED AND/ORRELOCATED, IFREMOVED MUST BEDISPOSED OF IN A LEGALMANNER.

EXISTING FIBER VAULTAND TRANSFORMER(TO BE RELOCATED)

EXISTING FENCE(TO BE REMOVED)

EXTEND EXISTING ACCESS ROAD TO BE BUILT UP ASREQUIRED TO MATCH EXISTING ACCESS, SEE DETAIL

11C2 C5

EXISTING TRANSFORMER(TO BE RELOCATED)

EXISTING ELECTRICAL METER(TO BE RELOCATED)

RELOCATED UTILITY COMPANY METERPEDESTAL WITH 200A MAIN CIRCUIT BREAKER .

RELOCATED VERIZON FIBER VAULT

PROJECT NAME:

DESIGNED BY:

DESIGNED FOR:

BYDESCRIPTIONREV

SAVE DATE:

SHEET TITLE:

DATE

SHEET NUMBER:

CHK

PROJECT ADDRESS:





EL PASO COUNTY

11/19/2018 10:19 AM

CSP JUDGE (ALT 2)


C3

CVA 11/09/18 -


EX

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PCD FILE NO. TWR184

ELEVATIONS

EXISTING EAST ELEVATIONSCALE: 1/8" = 1'-0"

NEW EAST ELEVATIONSCALE: 1/8" = 1'-0"

GRADE0'-0"

C.O.R. = CENTER OF RADIATION

A.L. = ATTACHMENT LEVEL

B.T. = BOTTOM TIP LEVEL

T.T. = TOP TIP LEVEL

A.G.L. = ABOVE GRADE LEVEL

B.O.B.P. = BOTTOM OF BASE PLATE

FOR LEASING/ZONING

PRELIMINARY

GRADE GRADEGRADE0'-0"

B.O.B.P1'-0"

T.T.~62'-2"

EXISTING LIGHT POLE(TO BE REMOVED BY VERTICAL BRIDGE)



NEW VERIZON 9'-4" X 11'-0" X 12'-0" HIGH GALVANIZEDPLATFORM WITH CANOPY FOR NEW OUTDOOR

EQUIPMENT CABINETS

(2) NEW VERIZON MAIN OVP UNITS MOUNTEDTO NEW GALVANIZED PLATFORM

T.O.S.100'-0"

FUTURE CHAIN LINK FENCE

FUTURE UTILITY EQUIPMENT

FUTURE EQUIPMENT PLATFORM

FUTURE OUTDOOR EQUIPMENT CABINETS

FUTURE CABLE BRIDGE

EXISTING STADIUM LIGHTS(TO BE RELOCATED TO NEW LIGHTPOLE BY VERTICAL BRIDGE)

NEW VERIZON 99'-0" LIGHT POLE (100'-0" A.G.L.)(DESIGNED BY VERTICAL BRIDGE)

NEW VERIZON GPS ANTENNA MOUNTED TOCANOPY OF PLATFORM/NEW GALVANIZED H-FRAME

C.O.R.50'-0"

C.O.R.30'-0"

(2) NEW VERIZON RRH UNITSMOUNTED BEHIND NEW ANTENNAS

(1) NEW VERIZON MAIN OVPUNIT MOUNTED TO V-BOOM


(6) NEW VERIZON PANEL ANTENNASMOUNTED ON NEW V-BOOMS

(1) NEW VERIZON V-BOOM


NEW VERIZON GALVANIZEDDOGHOUSE AT GROUND LEVEL

NEW VERIZON GENERATOR PLUG MOUNTEDTO NEW GALVANIZED PLATFORM

(2) NEW VERIZON LOW INDUCTANCEHYBRID CABLES FROM NEW EQUIPMENTCABINETS THROUGH DOGHOUSE ATBASE OF LIGHT POLE THROUGH LIGHTPOLE PORT

NEW VERIZON TECH LIGHTING MOUNTED TONEW PLATFORM RAILING, TYP.

RELOCATED STADIUM LIGHTSBY VERTICAL BRIDGE

FUTURE CARRIEROUTDOOR EQUIPMENTS

NEW VERIZON INTEGRATED LOAD CENTERMOUNTED TO NEW GALVANIZED PLATFORM RAILING

T.T.34'-0"

T.T.54'-0"

FUTURE CARRIER PANEL ARRAY

C.O.R.90'-0"


SITE IS PREVIOUSLY APPROVED NOT YETINSTALLED.

(1) NEW VERIZON 12-POSITION MAINOVP UNIT MOUNTED TO V-BOOM

FUTURE VERTICAL BRIDGE CHAIN-LINK FENCE

T.T.11'-10"

PROJECT NAME:

DESIGNED BY:

DESIGNED FOR:

BYDESCRIPTIONREV

SAVE DATE:

SHEET TITLE:

DATE

SHEET NUMBER:

CHK

PROJECT ADDRESS:





EL PASO COUNTY

11/19/2018 10:19 AM

CSP JUDGE (ALT 2)


C4

CVA 11/09/18 -


EX

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PCD FILE NO. TWR184

ELEVATIONS

EXISTING NORTH ELEVATIONSCALE: 1/8" = 1'-0"

NEW NORTH ELEVATIONSCALE: 1/8" = 1'-0"

GRADE0'-0"

C.O.R. = CENTER OF RADIATION

A.L. = ATTACHMENT LEVEL

B.T. = BOTTOM TIP LEVEL

T.T. = TOP TIP LEVEL



FOR LEASING/ZONING

PRELIMINARY


B.O.B.P1'-0"

T.T.~62'-2"




EQUIPMENT CABINETS

T.O.S.100'-0"


FUTURE UTILITY RACK




FUTURE CABLE BRIDGE



NEW VERIZON GPS ANTENNA MOUNTED TO CANOPYOF PLATFORM/NEW GALVANIZED H-FRAME

C.O.R.50'-0"

C.O.R.30'-0"


(1) NEW VERIZON MAIN OVP UNITSMOUNTED TO V-BOOM





T.T.11'-10"

(2) NEW VERIZON LOW INDUCTANCE HYBRID CABLES FROMNEW EQUIPMENT CABINETS THROUGH DOGHOUSE AT BASEOF LIGHT POLE THROUGH LIGHT POLE PORT



NEW VERIZON COMMSCOPE RBA72-36 CABINETMOUNTED TO NEW GALVANIZED PLATFORM NEW VERIZON UTILITY DISTRIBUTION CENTER

MOUNTED ON NEW GALVANIZED PLATFORM RAILING

(2) NEW VERIZON MAIN OVP UNITSMOUNTED TO NEW GALVANIZED PLATFORM


T.T.54'-0"

T.T.34'-0"


C.O.R.90'-0"



7'-0" TOP OF FENCE

(3) ROWS GALVANIZEDBARBED WIRE

TOP RAIL

LINE POST

CHAIN-LINKFABRIC MESH

BARB ARMS WITH INTEGRAL WEATHERTIGHTPOST CAP, TYP.

TENSION BAR, USE (1) FOR EACH END OR GATEPOST, (2) FOR EACH CORNER POST

END, GATE, CORNER OR PULL POST

TENSION BAND, (1) PER FOOT OF FENCE HEIGHT

DIAGONAL ROD WITH STEEL TURNBUCKLEON GATE & ALL CORNERS WITH

HORIZONTAL BRACE

3 3/4" MAX. 10'-0" MAX.

1" C

RO

WN

(TY

P)

3" C

LR

12"Ø (MIN)

3'-6

" MIN

0'-0" FINISH GRADE

LINE POST

BOTTOMTENSION WIRE

CONC.PIER(TYP.)

CONC. PIER (TYP)

EMBED POSTS INTO CONC.PIER AS SHOWN

BRACE RAIL

BRACE RAIL,EA. CORNER,

EA. WAY

6'-0

" CH

AIN

-LIN

K F

AB

RIC

9"Ø (MIN)

3'-0

" MIN

3" C

LR

3'-0

" MIN

3" C

LR

9"Ø (MIN)

2" M

AX

CLE

AR

AN

CE

FR

OM

GR

AD

E (T

YP

)

X X X X X X X X X X X XX X X X X X X X X X X X X

X X X X X X X X X X X X X

(3) ROWS GALVANIZEDBARBED WIRE

GATE FRAME

GATE LATCH W/ PADLOCK

PLUNGER BAR

DIAGONAL ROD WITH STEELTURNBUCKLE ON GATE & ALL CORNERS

WITH HORIZONTAL BRACE

GATE FRAME

"MUSHROOM" TYPE CENTER GATESTOP EMBEDDED IN CONCRETE

CHAIN-LINK FABRIC MESH12"Ø CONC. PIER (TYP.)

SEE PLAN

3'-6

"

3" C

LR1"

CR

OW

N

6'-0

" CH

AIN

-LIN

K F

AB

RIC

7'-0

"

2"

0'-0" FINISH GRADE

CHAIN-LINK FENCE DETAILSCALE: N.T.S.

CHAIN-LINK ACCESS GATE DETAILSCALE: N.T.S.

(INSTALL FENCING PER ASTM F567 / SWING GATES PER ASTM F900) NOTES:GATE POST 4.500" O.D. SCHEDULE 40 PIPE FOR GATE WIDTHS UP T0 6 FEET, PER ASTM F1083. POST & FENCE PIPE SIZES ARE FENCE INDUSTRY

STANDARD. ALL PIPE TO BE GALV. (HOT-DIP, ASTMA120 GRADE "A" STEEL). CROSS BRACE ALL POSTSEXCEPT INTERMEDIATES.

LINE POST 2.375" O.D. SCHEDULE 40 PIPE PER ASTM F1083. 10'-0" MAX. SPACING BETWEEN POSTS.CORNERPOST

3.500" O.D. SCHEDULE 40 PIPE PER ASTM F1083.

1.875" O.D. SCHEDULE 40 PIPE, PER ASTM F1083.

GATE FRAME 1.875" O.D. SCHEDULED 40 PIPE, PER ASTM F1083.GATE LATCH 1.375" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK. CONTRACTOR TO INSTALL (2) GATE HOLDBACKS TO

HOLD GATE OPEN DURING USE.FABRIC 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM A392. -TIE WIRE MINIMUM 11 GA. GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND

AT TENSION WIRE BY HOG RINGS SPACED MAX. 24" INTERVALS.-

TENSIONWIRE

7 GA. GALVANIZED STEEL. -

BARBEDWIRE

DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH WITH FABRIC 14 GA. 4 PT. BARBSSPACED ON APPROXIMATELY 5" CENTERS.

LOCAL ORDINANCE OF BARBED WIRE PERMITREQUIREMENTS SHALL BE COMPLIED WITH IFREQUIRED.

2C2 C5

1C2 C5

ANTENNAMOUNT PIPE

REMOTERADIO HEAD

ANTENNAMOUNT

PIPE

REMOTERADIO HEAD

6C2 C5

REMOTE RADIO HEADCONNECTION DETAILSCALE: 3/4" = 1'-0"

REMOTERADIO HEAD

PROJECT NAME:

DESIGNED BY:

DESIGNED FOR:

BYDESCRIPTIONREV

SAVE DATE:

SHEET TITLE:

DATE

SHEET NUMBER:

CHK

PROJECT ADDRESS:





EL PASO COUNTY

11/19/2018 10:19 AM

CSP JUDGE (ALT 2)


C5

CVA 11/09/18 -


EX

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PCD FILE NO. TWR184

SECTIONS & DETAILS

FOR LEASING/ZONING

PRELIMINARY

2'-0

"

2'-0"

1'-0

"

6"

1'-1"

DOGHOUSE DETAILSCALE: N.T.S.

7C2 C5

MAIN OVP MOUNTINGBRACKET, PER

MANUFACTURER

MAIN OVP

MAIN OVP

MAIN OVP MOUNTINGBRACKET, PERMANUFACTURER

T-ARM(ANTENNA MOUNT)

(2) 12"Ø U-BOLTS

T-ARM(ANTENNA MOUNT)

(2) 12"Ø U-BOLTS

REINFORCED CONCRETE PIER DETAILSCALE: 3/4"=1'-0"

GRADE

ELEVATION

2'-0"

3"

2" 112"

(7) #5 VERTICAL REBARS

#4 HORIZONTAL REBARS@ 12"O.C.

9C2 C5

3'-0"

UNDERGROUND CONDUIT TRENCH

8"8"

AS

REQ

'D2'

-6" M

IN. COMPACTED FILL

MAIN OVP BOX STAND-OFFMOUNT CONNECTION DETAILSCALE: N.T.S.

5C2 C5

TECH LIGHT DETAILSCALE: 1/2" = 1'-0"

8C2 C5

SLIP FITTER TOMATCH POLE ROUND NON TAPERED

POLE, PAINT POLE TOMATCH LIGHT FIXTURE

TYPE "AA"ONE 400 W. HPS

FLOOD LIGHT

PLAN

6"

5'-0

"

(7) #5 VERTICAL REBARS

#4 HORIZONTAL REBARS@ 12"O.C.

FINISHEDGRADE

4"

(4) 3 4"Ø WEDGEANCHORS (4" MIN

EMBED)

3" CLRDEAD LOAD:PLATFORM AND CANOPY= 4000 LBSTOTAL BATTERY CABINET= 2000 LBSTOTAL DEAD LOAD = 60 PSFLIVE LOAD:EQUIPMENT = 100PSFDESIGN REACTIONS:AXIAL LOAD = 4.0 KSHEAR LOAD = 1.5 KALL LOAD ARE FACTORED

10C2 C5

10" 10"

1'-0

"

28" WIDE TRENCH

UNEXCAVATED

WARNING TAPE

(3) 4" PVC SCHD.40 CONDUIT,PERFORATED FORDRAINAGE

MAIN OVP BOX CONNECTION DETAILSCALE: N.T.S.

MAIN OVP MOUNTINGBRACKET, PER

MANUFACTURER

MAIN OVP

MAIN OVP

MAIN OVP MOUNTINGBRACKET, PERMANUFACTURER

ANTENNA MOUNTPIPE

(2) 12"Ø THREADEDROD U-BOLTS

ANTENNA MOUNT PIPEOR TOWER LEG

(2) 12"Ø THREADEDROD U-BOLTS

4C2 C5

GRAVEL DRIVEWAYFINISH GRADE

℄ DITCH

1'-0

1 16" M

IN.

1'-0116" MIN.

UNDISTURBED SOIL12" CMP

BACKFILL WITH 1 INCHMINUS CRUSHED ROCK

THE GRADE BETWEEN THE INLET ANDOUTLET INVERTS SHALL NOT BEFLATTER THAN 1% EXCEPT IN CASESWHERE THE NATURAL DRAINAGEGRADE IS LESS THAN 1%.

CULVERT DETAILSCALE: 1" = 1'-0"

3" SUB-BASE COMPACT1" MINUS CRUSHED ROCK

11C2 C5

NEW GALVANIZEDPLATFORM RAILING

INTEGRATED LOAD CENTER DETAILSCALE: 1/2" = 1'-0"

3C2 C5

METERING SETUP SPECIFIEDON SINGLE-LINE DIAGRAM

METERING SETUP SPECIFIEDON SINGLE-LINE DIAGRAM

NEW VERIZON GENERATORPLUG

NEW VERIZON 9'-4" X 11'-0" X 12'-0" HIGHGALVANIZED PLATFORM WITH CANOPY

FO FO FO FO FO FO FO

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UE

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FO FO FO FO FO FO

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DESIGNED BY:

DESIGNED FOR:

BYDESCRIPTIONREV

SAVE DATE:

SHEET TITLE:

DATE

SHEET NUMBER:

CHK

PROJECT ADDRESS:





EL PASO COUNTY

11/19/2018 10:19 AM

CSP JUDGE (ALT 2)


TC1

CVA 11/09/18 -


EX

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PCD FILE NO. TWR184

FIBER COORDINATION SITE PLAN

SITE PLANSCALE: 1" = 50'-0"

NORTH

FOR LEASING/ZONING

PRELIMINARY

50'-0"

SCALE: 1" = 50'-0"

50'-0" 0

10'30'


ZONED: RR-5

NEW VERIZON 13'-0"x18'-0" LEASE AREA(234 SQ. FT)

NEW VERIZON LEASE CORNER, TYP.

TOW

ER A

VEN

UE

LONDONBERRY DRIVE

EXISTINGSPORTS

FIELD

NEW VERIZON 99'-0" LIGHT POLE(100'-0" A.G.L.)





NEW VERIZON FIBER ROUTE







NEW VERIZON 5'-0" WIDEUTILITY EASEMENT


EXISTING VERTICAL BRIDGE 15'-0" WIDEACCESS & UTILITY EASEMENT

(BOOK AND PAGE OR RECORDATION NUMBER FOR THE EXISTING

ACCESS EASEMENT TO BE ADDED AT CONSTRUCTION DRAWINGS)

EX

ISTI

NG

VE

RTI

CA

L B

RID

GE

5'-0

" WID

EA

CC

ES

S &

UTI

LITY

EA

SE

ME

NT

(BO

OK

AN

D P

AG

E O

R R

EC

OR

DA

TIO

N N

UM

BE

R F

OR

TH

E E

XIS

TIN

G A

CC

ES

S E

AS

EM

EN

T TO

BE

AD

DE

D A

T C

ON

STR

UC

TIO

N D

RAW

ING

S)

FUTURE CARRIER FIBER VAULT MMP

0°

90°

180°

270°

135°225°

315° 45°

PROJECT NAME:

DESIGNED BY:

DESIGNED FOR:

BYDESCRIPTIONREV

SAVE DATE:

SHEET TITLE:

DATE

SHEET NUMBER:

CHK

PROJECT ADDRESS:





EL PASO COUNTY

11/19/2018 10:19 AM

CSP JUDGE (ALT 2)


RF1

CVA 11/09/18 -


EX

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PCD FILE NO. TWR184

ANTENNA INFORMATION & RRHHYBRID CABLE DIAGRAM & CHART

1. DUAL POLAR ANTENNAS REQUIRE TWO RUNS OF COAX PER ANTENNA.

2. LENGTHS GIVEN ON THIS CHART ARE ESTIMATED FROM AVAILABLE INFORMATION.

3. TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON THE ESTIMATED LENGTH OFTHE CABLES. CONTRACTOR TO VERIFY ALL ACTUAL LENGTHS IN FIELD PRIOR TOINSTALLATION AND NOTIFY THE FIELD ENGINEER FOR VERIFICATION OF SIZES OF CABLES.

4. CONTRACTOR TO PROVIDE AS BUILT FOR THE LENGTH OF CABLES UPON COMPLETION OFINSTALLATION.

5. CONTRACTOR TO PROVIDE FINAL CABLE LENGTHS AND RETURN LOSSES FOR ALLCABLES.

6. ALL AZIMUTHS REFERENCE TRUE NORTH. CONSULT REQUIRED QUADRANGLE MAP FORNECESSARY MECHANICAL DECLINATION.

(CELL SITE COAX LABELING)

800 VOICE WHITE/RED WHITE/YELLOW BLUE/RED BLUE/YELLOW GREEN/RED GREEN/YELLOW800 EVDO WHITE/2 RED WHITE/2 YELLOW BLUE/2 RED BLUE/2 YELLOW GREEN/2 RED GREEN/2 YELLOW800 LTE WHITE/3 RED WHITE/3 YELLOW BLUE/3 RED BLUE/3 YELLOW GREEN/3 RED GREEN/3 YELLOW

1900 EVDO PURPLE/RED PURPLE/YELLOW ORANGE/RED ORANGE/YELLOW BROWN/RED BROWN/YELLOW1900 VOICE PURPLE/2 RED PURPLE/2 YELLOW ORANGE/2 RED ORANGE/2 YELLOW BROWN/2 RED BROWN/2 YELLOW

1. CONTRACTOR SHALL NOT SUBMIT BIDS OR PERFORM CONSTRUCTION WORK ONTHIS PROJECT WITHOUT ACCESS TO THE CURRENT COMPLETE SET OFDRAWINGS LISTED IN THE TITLE-SHEET INDEX.

FOR LEASING/ZONING

PRELIMINARY

CDMA-800 B-BAND RED

CDMA-800 A-BAND WHITE

PCS-1900 YELLOWLTE-700 PURPLE

X GREENY ORANGEZ BROWN

ANTENNA SECTION @ 30'-0"SCALE: N.T.S.

ATTACHLEVEL(COR)

AZIMUTHS(DEG., MN) ANTENNA TYPE ANTENNA

QUANTITY MOUNT TYPECOAX (QUANTITY)

SIZE (NOMINAL)

ESTIMATEDCOAX CABLE

LENGTH

MECHANICALDOWN TILT

30'-0" 120°240°

8' PANEL ANTENNA 9

SEEANTENNAMOUNT

SCHEDULE

(2) LOWINDUCTANCE

HYBRID CABLES(NEW)

SEEPLUMBINGDIAGRAM

-

50'-0" 0°

1. FOR EXACT ANTENNA INFORMATION REFER TO THE RF DESIGN.2. ALL NEW COAX SHALL BE INSTALLED ON INSIDE OF NEW/EXISTING LIGHT POLE (IF POSSIBLE).3. CONTRACTOR TO INSTALL DIPLEXERS IN SHELTER AND ON TOWER AS REQUIRED BY RF DESIGN (IF APPLICABLE).

RRH HYBRID CABLE DIAGRAM AND CHART SCALE: N.T.S.

T.O.M.= TOP OF LIGHT POLE

O.E.C.= OUTDOOR EQUIPMENT CABINET

RRH= REMOTE RADIO HEAD

PDF= POWER DISTRIBUTION FRAME

LTE= LTE PANEL ANTENNA

AWS= AWS PANEL ANTENNA

PCS= PCS PANEL ANTENNA

NORTH

Y-1

Z-1

FROM (MAIN OVP) TO (MAIN OVP)

MA

IN T

RU

NK

SECTORCABLE/COAX

SIZE (NOMINAL)CABLE/COAX(QUANTITY)

ESTIMATEDCABLE/COAX

LENGTHX HYB 6X12 1 ~100'

Y & Z HYB 6X12 1 ~80'FROM (MAIN OVP) TO (RRH)

RR

H J

UM

PE

RS

SECTORCABLE/COAX

SIZE (NOMINAL)CABLE/COAX(QUANTITY)

ESTIMATEDCABLE/COAX

LENGTH

XHYB 1X1 1 ~8''

HYB 1X1 1 ~12''

YHYB 1X1 1 ~7''

HYB 1X1 1 ~10''

ZHYB 1X1 1 ~12''

HYB 1X1 1 ~17''FROM (RRH) TO (ANTENNAS)

AN

TEN

NA

JUM

PE

RS SECTOR

CABLE/COAXSIZE (NOMINAL)

CABLE/COAX(QUANTITY)

ESTIMATEDCABLE/COAX

LENGTHX 1

2"Ø 12 CUT TO FIT

Y 12"Ø 12 CUT TO FIT

Z 12"Ø 12 CUT TO FIT

Y-2

Y-3

Z-2

Z-3

ANTENNA SECTION @ 50'-0"SCALE: N.T.S.

NORTH

X-1

X-2 X-3

QUANTITY DESCRIPTION PART NUMBER(S)

1

MCG23HD SECTOR FRAME, 10'-6" FACE (CUT TO 5'-0") ▪ (3) SECTOR FRAMES ▪ (2) RING MOUNTS ▪ (9) 96" PIPES ▪ (1) STIFF ARM ▪ (3) 10'-6" TIEBACK (TO BE CUT TO FIT)

MCG23HD-10M-9-96

NOTE: ALL PRODUCTS ARE FROM "COMMSCOPE INC OF NORTH CAROLINA"WWW.COMMSCOPE.COM

5'-0"

SEPARATION

0°

90°

180°

270°

135°225°

315° 45°

PROJECT NAME:

DESIGNED BY:

DESIGNED FOR:

BYDESCRIPTIONREV

SAVE DATE:

SHEET TITLE:

DATE

SHEET NUMBER:

CHK

PROJECT ADDRESS:





EL PASO COUNTY

7/16/2018 3:39 PM

CSP JUDGE (ALT 2)


Z3

RTA 07/17/18 -


EX

ISTI

NG

LEA

SE

AR

EAR

RH

/BBU

AN

TEN

NAS

FIB

ERD

C P

OW

ERN

EW W

OR

K/W

ALL

HA

TCH

EX

ISTI

NG

EA

SE

MEN

TE

AS

EM

ENT

ELEVATIONS

EXISTING EAST ELEVATIONSCALE: 1/8" = 1'-0"

NEW EAST ELEVATIONSCALE: 1/8" = 1'-0"

GRADE0'-0"

C.O.R. = CENTER OF RADIATIONA.L. = ATTACHMENT LEVELB.T. = BOTTOM TIP LEVELT.T. = TOP TIP LEVEL



FOR LEASING/ZONING

PRELIMINARY


B.O.B.P1'-0"

T.T.~62'-2"





EQUIPMENT CABINETS

(2) NEW VERIZON MAIN OVP UNITS MOUNTEDTO NEW GALVANIZED PLATFORM

NEW VERIZON UTILITY DISTRIBUTION CENTERMOUNTED ON NEW GALVANIZED PLATFORM RAILING

T.O.S.100'-0"


FUTURE BOLLARDS, TYP.FUTURE UTILITY RACK




FUTURE CABLE BRIDGE



NEW VERIZON GPS ANTENNA MOUNTED TOCANOPY OF PLATFORM/NEW GALVANIZED H-FRAME

C.O.R.50'-0"

C.O.R.30'-0"


(1) NEW VERIZON MAIN OVPUNIT MOUNTED TO V-BOOM





NEW VERIZON GALVANIZEDDOGHOUSE AT GROUND LEVEL

NEW VERIZON GENERATOR PLUG MOUNTEDTO NEW GALVANIZED PLATFORM

(2) NEW VERIZON LOW INDUCTANCEHYBRID CABLES FROM NEW EQUIPMENTCABINETS THROUGH DOGHOUSE ATBASE OF LIGHT POLE THROUGH LIGHTPOLE PORT



FUTURE CARRIEROUTDOOR EQUIPMENTS

NEW VERIZON INTEGRATED LOAD CENTERMOUNTED TO NEW GALVANIZED PLATFORM RAILING

T.T.34'-0"

T.T.54'-0"


C.O.R.90'-0"




FUTURE VERTICAL BRIDGE CHAIN-LINK FENCE

T.T.11'-10"

PROJECT NAME:

DESIGNED BY:

DESIGNED FOR:

BYDESCRIPTIONREV

SAVE DATE:

SHEET TITLE:

DATE

SHEET NUMBER:

CHK

PROJECT ADDRESS:





EL PASO COUNTY

7/16/2018 3:39 PM

CSP JUDGE (ALT 2)


Z4

RTA 07/17/18 -


EX

ISTI

NG

LEA

SE

AR

EAR

RH

/BBU

AN

TEN

NAS

FIB

ERD

C P

OW

ERN

EW W

OR

K/W

ALL

HA

TCH

EX

ISTI

NG

EA

SE

MEN

TE

AS

EM

ENT

ELEVATIONS

EXISTING NORTH ELEVATIONSCALE: 1/8" = 1'-0"

NEW NORTH ELEVATIONSCALE: 1/8" = 1'-0"

GRADE0'-0"

C.O.R. = CENTER OF RADIATIONA.L. = ATTACHMENT LEVELB.T. = BOTTOM TIP LEVELT.T. = TOP TIP LEVEL



FOR LEASING/ZONING

PRELIMINARY


B.O.B.P1'-0"

T.T.~62'-2"




EQUIPMENT CABINETS

T.O.S.100'-0"


FUTURE UTILITY RACK




FUTURE CABLE BRIDGE



NEW VERIZON GPS ANTENNA MOUNTED TO CANOPYOF PLATFORM/NEW GALVANIZED H-FRAME

C.O.R.50'-0"

C.O.R.30'-0"


(1) NEW VERIZON MAIN OVP UNITSMOUNTED TO V-BOOM





T.T.11'-10"

(2) NEW VERIZON LOW INDUCTANCE HYBRID CABLES FROMNEW EQUIPMENT CABINETS THROUGH DOGHOUSE AT BASEOF LIGHT POLE THROUGH LIGHT POLE PORT



NEW VERIZON COMMSCOPE RBA72-36 CABINETMOUNTED TO NEW GALVANIZED PLATFORM NEW VERIZON UTILITY DISTRIBUTION CENTER

MOUNTED ON NEW GALVANIZED PLATFORM RAILING

(2) NEW VERIZON MAIN OVP UNITSMOUNTED TO NEW GALVANIZED PLATFORM

FUTURE UTILITY RACK


T.T.54'-0"

T.T.34'-0"


C.O.R.90'-0"

