HomeMy WebLinkAboutRevised plans for tower 091124SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:1.0C COPYRIGHT HERITAGE ENGINEERING PLLC 2024SHEET No.REV. 0:COVER SHEET
NEW 150' MONOPOLE TOWER
BOWMAN ROAD SOUTH / US-AR-5222 ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCVICINITY MAPSHEET INDEXPROJECT DATABOWMAN ROAD SOUTH - ARKANSASSITE NAMEPROJECT DIRECTORYSHEETTITLE1.09.09.12.03.03.13.24.04.25.19.27.38.08.17.08.28.3GENERAL NOTESTOWER ELEVATION & ANTENNA DETAILSUTILITY DISTRIBUTION RACK ELEVATIONS & DETAILSEQUIPMENT PAD PLANS & AWNING/ICE BRIDGE LAYOUTRF DESIGN SHEET (2 OF 2)SPECIFICATIONSGENERAL NOTES & SPECIFICATIONSCOVER SHEETCOMPOUND DETAILS & EROSION CONTROL NOTESCOMPOUND FENCE ELEVATIONS & DETAILSBOUNDARY SURVEYOVERALL SITE & TOPO COMPOUND PLANBLOCK DIAGRAMGROUNDING DETAILS, SHEET 1 OF 3COMPOUND GROUNDING PLAN & NOTESUTILITY ROUTING PLANGROUNDING DETAILS, SHEET 2 OF 3GROUNDING DETAILS, SHEET 3 OF 37.1BREAKER BOX ELECTRIC SCHEMATIC7.2ELECTRIC SCHEMATIC & POWER RISERN4.1RF DESIGN SHEET (1 OF 2)5.0WAVE GUIDE BRIDGE, GPS ELEVATION, SECTION, PLAN & DETAILS5.2OUTDOOR EQUIPMENT ELEVATIONS5.3PV-WC1012-312X162 CANOPY (BY OTHERS)6.0EQUIPMENT MAT PLANS, SECTIONS & NOTES7.4OVERALL FIBER AND POWER ROUTE6.1OUTDOOR OVP CUTSHEETTOWER DATASURVEYOR:PHONE NO:ADDRESS:(501) 679-1318P.O. BOX 1074GREENBRIER, AR 72058CORNERSTONE SURVEYING & MAPPINGENGINEER:HERITAGE ENGINEERINGPHONE NO:(501) 939 - 2303ADDRESS:P.O. BOX 505BENTON, ARKANSAS 72018CONTACT PERSON:ERIC WARFORDRAWLANDCONSTRUCTIONDRAWINGS PREPAREDFOR:VZW PROJECT ID:VZW MDG LOCATION ID:4'-0" x 12'-0" & 4'-0" x 8'-0" TYPICALEQUIP. PADS:GROUNDING:CAMERON LANGLEY(501) 366-0337VZW CONSTRUCTION ENGINEER:PHONE NO:CARRIER DATABOWMAN ROAD SOUTH / US-AR-5222ARKANSASPULASKITBDSITE NAME:STATE:COUNTY:911 ADDRESS:LITTLE ROCK, AR 72211THE TOWERS, LLCTOWER/SITE OWNER:PROJECT:NEW MONOPOLE TOWER SITEVB SITE ID: US-AR-5222MONOPOLETOWER TYPE:TOWER HEIGHT:LATITUDE:LONGITUDE:GROUND ELEVATION:N 34° 43' 35.26" (NAD 83)W 92° 24' 17.22" (NAD 83)368.0' (NAVD88)PROPOSED ANTENNA CENTERLINE:ELECTRIC UTILITYPHONE NO:CONTACT PERSON:PHONE NO:ADDRESS:PARENT PROPERTY OWNER:CONTACT:2034006THE CHURCH AT ROCK CREEKSEAN MCKEAN11500 W 36TH501-225-8684ENTERGY 501-954-5162BRAD VANCE150'146'LITTLE ROCK, AR 7221150009117003.3LANDSCAPING PLAN4.3ANTENNA MOUNT SPECIFICATION SHEET (BY OTHERS)C E R T I F ICA
TE OF AUTHORIZATIONNO. 1133HERITAGEENGINEERINGARKANSAS ENGI
NE
E
R PLLCREV. 1:FAA FILING HEIGHT:160'3.4COMPOUND LANDSCAPING PLANREV. 2:REV. 3:REVISIONS 3:-3.0: CHANGED ACCESS DRIVE AND CULVERT PER CITYCOMMENTS-3.1: CHANGED ACCESS DIRVE PER CITY COMMENTS-3.2: CHANGED ACCESS DRIVE, PROPOSED GATE ANDLANDSCAPING ROCKS-3.4: CHANGED ACCESS DIRVE PER CITY COMMENTS
LESSEE'S ACCESS/UTILITY/FIBER EASEMENTF.A.A. 1A DESIGNATION
NAD83 COORDINATES:
N 34°43'35.26"
W 92°24'17.22"
GROUND ELEV = 368.0
LESSEE'S
PREMISES
4900 SQ.FT.
0.11 ACRES
12
CALCULATED PER SURVEY BY
STEVEN BEADLE SURVEYING CO.
INC. DATED 01/29/2013
SE CORNER, SE1/4, NW1/4
SECTION 16, T-1-N, R-13-W,
PULASKI COUNTY,ARKANSAS
N87°57'36"W
30.00'N02°13'58"E 530.34'N13°06'35"E
74.97'N02°07'30"E 526.43'126.72'N18°24'23"EN02°22'55"E 347.54'L1
L2
L3
L4
L5
L6
L7L8
L9
L10
S02°22'55"W 355.48'S18°24'23"W126.65'S02°07'30"W 525.02'S13°06'35"W
75.00'S02°13'58"W 527.38'LINE NUMBER BEARING DISTANCE
L1 N 11°43'35"W 81.57'
L2 N 10°26'19"E 40.11'
L3 N 55°26'19"E 64.58'
L4 N 10°26'19"E 27.57'
L5 S 79°33'41"E 30.00'
L6 S 10°26'19" W 70.00'
L7 N 79°33'41" W 30.00'
L8 S 55°26'19" W 22.16'
L9 S 10°26'19" W 21.81'
L10 S 11°43'35" E 79.41'
L11 N 16°11'47"E 134.57'
L12 S 51°43'24"E 10.79'
L13 S 16°11'47"W 129.50'
L14 N 79°33'41"W 10.05'
L15 S 79°33'41"E 70.00'
L16 S10°26'19"W 70.00'
L17 N 79°33'41"W 70.00'
L18 N 10°26'19"E 70.00'SE1/4, NW1/4, SECTION 16, T-1-N, R-13-WSW1/4, NE1/4, SECTION 16, T-1-N, R-13-WSE1/4, NW1/4, SECTION 16, T-1-N, R-13-WSW1/4, NE1/4, SECTION 16, T-1-N, R-13-WPARENT PARCEL
POWER
POLE
150' OFFSET FR O M C /L O F T O W E R
POWER
POLE
METAL FENCEWOOD FENCE
L11 L13
L15
L16
L17
L18
L12
POWER
POLE
L14
WEST 36TH STREET(PUBLIC RIGHT-OF-WAY)
LESSEE'S PREMISES
BEING A PART OF THE SE1/4, NW1/4, SECTION 16, T-1-N, R-13-W PULASKI COUNTY,
ARKANSAS MORE PARTICULARLY DESCRIBED AS BEGINNING AT THE SOUTHEAST
CORNER OF THE SAID SE1/4, NW1/4 THENCE N 01°29'52" E 14.50 FEET; THENCE N
87°57'36" W 527.33 FEET TO A POINT LYING IN THE APPARENT RIGHT-OF-WAY OF
WEST 36TH STREET; THENCE LEAVING THE APPARENT RIGHT-OF-WAY OF WEST 36TH
STREET N 02°13'58" E 530.34 FEET; THENCE N 13°06'35" E 74.97 FEET; THENCE N
02°07'30" E 526.43 FEET; THENCE N 18°24'23" E 126.72 FEET; THENCE N 02°22'55" E
347.54 FEET; THENCE N 11°43'35" W 81.57 FEET; THENCE N 10°26'19" E 40.11 FEET;
THENCE N 55°26'19" E 64.58 FEET; THENCE N 10°26'19" E 27.57 FEET; THENCE S
79°33'41" E 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 79°33'41" E
70.00 FEET; THENCE S 10°26'19" W 70.00 FEET; THENCE N 79°33'41" W 70.00 FEET;
THENCE N 10°26'19" E 70.00 FEET TO THE POINT OF BEGINNING HAVING AN AREA OF
4900.0 SQUARE FEET, 0.11 ACRES MORE OR LESS.
LESSEE'S ACCESS/UTILITY/FIBER EASEMENT
BEING A PART OF THE SE1/4, NW1/4, SECTION 16, T-1-N, R-13-W PULASKI COUNTY,
ARKANSAS MORE PARTICULARLY DESCRIBED AS BEGINNING AT THE SOUTHEAST
CORNER OF THE SAID SE1/4, NW1/4 THENCE N 01°29'52" E 14.50 FEET; THENCE N
87°57'36" W 497.33 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT LYING IN
THE APPARENT RIGHT-OF-WAY OF WEST 36TH STREET; THENCE ALONG AND WITH
THE SAID APPARENT RIGHT-OF-WAY N 87°57'36" W 30.00 FEET; THENCE LEAVING
THE APPARENT RIGHT-OF-WAY OF WEST 36TH STREET N 02°13'58" E 530.34 FEET;
THENCE N 13°06'35" E 74.97 FEET; THENCE N 02°07'30" E 526.43 FEET; THENCE N
18°24'23" E 126.72 FEET; THENCE N 02°22'55" E 347.54 FEET; THENCE N 11°43'35" W
81.57 FEET; THENCE N 10°26'19" E 40.11 FEET; THENCE N 55°26'19" E 64.58 FEET;
THENCE N 10°26'19" E 27.57 FEET; THENCE S 79°33'41" E 30.00 FEET; THENCE S
10°26'19" W 70.00 FEET; THENCE N 79°33'41" W 30.00 FEET; THENCE S 55°26'19" W
22.16 FEET; THENCE S 10°26'19" W 21.81 FEET; THENCE S 11°43'35" E 79.41 FEET;
THENCE S 02°22'55" W 355.48 FEET; THENCE S 18°24'23" W 126.65 FEET; THENCE S
02°07'30" W 525.02 FEET; THENCE S 13°06'35" W 75.00 FEET; THENCE S 02°13'58" W
527.38 FEET TO THE POINT OF BEGINNING.
LESSEE'S 10' UTILITY/FIBER EASEMENT
BEING A PART OF THE SE1/4, NW1/4, SECTION 16, T-1-N, R-13-W PULASKI COUNTY,
ARKANSAS MORE PARTICULARLY DESCRIBED AS BEGINNING AT THE SOUTHEAST
CORNER OF THE SAID SE1/4, NW1/4 THENCE N 01°29'52" E 14.50 FEET; THENCE N
87°57'36" W 527.33 FEET TO A POINT LYING IN THE APPARENT RIGHT-OF-WAY OF
WEST 36TH STREET; THENCE LEAVING THE APPARENT RIGHT-OF-WAY OF WEST 36TH
STREET N 02°13'58" E 530.34 FEET; THENCE N 13°06'35" E 74.97 FEET; THENCE N
02°07'30" E 526.43 FEET; THENCE N 18°24'23" E 126.72 FEET; THENCE N 02°22'55" E
347.54 FEET; THENCE N 11°43'35" W 81.57 FEET; THENCE N 10°26'19" E 40.11 FEET;
THENCE N 55°26'19" E 64.58 FEET; THENCE N 10°26'19" E 27.57 FEET; THENCE S
79°33'41" E 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 16°11'47" E
134.57 FEET; THENCE S 51°43'24" E 10.79 FEET; THENCE S 16°11'47" W 129.50 FEET;
THENCE N 79°33'41" W 10.05 FEET TO THE POINT OF BEGINNING.
TELCO
PED
LESSEE'S
10'UTILITY/FIBER
EASEMENT
PARENT TRACT OWNER
THE CHURCH AT ROCK CREEK, INC.
INSTRUMENT NO: 2000081859
PARCEL #44L-142.00-023.52
G I S T E
NO. 1526ARKANSAS
STATE OF
J
ARED R.TAVAP ROYEVRPROFESSIOUSDNALLANREREDT
CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAT REPRESENTS A
SURVEY BY ME ON THIS DATE AND IS TRUE AND CORRECT
TO THE BEST OF MY KNOWLEDGE AND ABILITY. PROPERTY
CORNERS ARE LOCATED WITH EXISTING MONUMENTS IN
THE AREA.
PARENT PARCEL
PART OF THE NORTHWEST 1/4, SECTION 16, TOWNSHIP 1 NORTH, RANGE 13 WEST,
LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST 1/4, NORTHEAST 1/4
OF SECTION 16, TOWNSHIP 1 NORTH, RANGE 13 WEST; THENCE SOUTH 88°46'51" EAST
ALONG THE NORTH LINE OF SAID NORTHWEST 1/4, NORTHEAST 1/4, 680.30 FEET TO
A POINT ON THE WEST RIGHT-OF-WAY LINE OF U.S. INTERSTATE HIGHWAY 430;
THENCE IN A SOUTHERLY DIRECTION ALONG THE WEST RIGHT-OF-WAY LINE OF SAID
HIGHWAY THE FOLLOWING COURSES: SOUTH 02°59'21" WEST 195.42 FEET; SOUTH
10°05'37" WEST 403.11 FEET; SOUTH 02°58'07" WEST 517.40 FEET TO A POINT ON THE
SOUTH LINE OF SANDPIPER CREEK ADDITION; THENCE CONTINUE ALONG THE WEST
RIGHT-OF-WAY LINE OF SAID HIGHWAY THE FOLLOWING COURSES: SOUTH 03°17'25"
WEST 494.51 FEET; SOUTH 00°45'54" EAST 701.78 FEET; SOUTH 03°06'20" WEST
248.49 FEET; SOUTH 20°43'27" WEST 74.78 FEET TO A POINT ON THE NORTH
RIGHT-OF-WAY LINE OF WEST 36TH STREET; THENCE ALONG THE NORTH
RIGHT-OF-WAY LINE OF SAID WEST 36TH STREET THE FOLLOWING COURSES: NORTH
82°03'35" WEST 219.06 FEET; NORTH 86°34'04" WEST 142.30 FEET; THENCE NORTH
01°59'27" EAST 198.20 FEET; THENCE NORTH 89°13'11" WEST 640.91 FEET; THENCE
SOUTH 01°59'27" WEST 183.91 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE
OF WEST 36TH STREET; THENCE NORTH 88°16'37" WEST ALONG THE NORTH
RIGHT-OF-WAY LINE OF WEST 36TH STREET, 80.52 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE, NORTH 88°16'37"
WEST 30.00 FEET; THENCE NORTH 02°13'58" EAST 578.58 FEET; THENCE SOUTH
26°51'04" EAST 3.87 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS
OF 223.00 FEET, AN ARC DISTANCE OF 113.20 FEET, AND A CHORD BEARING AND
DISTANCE OF SOUTH 12°18'33" EAST 111.99 FEET; THENCE SOUTH 02°13'58" WEST
466.54 FEET TO THE POINT OF BEGINNING, CONTAINING 16,266.1 SQUARE FEET, OR,
0.373 ACRES, MORE OR LESS.
PARCEL ID 44L1420002352
THIS BEING THE SAME PROPERTY CONVEYED TO THE CHURCH AT ROCK CREEK, INC.
FROM ELGOR, INC. IN A CORPORATE WARRANTY DEED WITH RESTRICTIVE COVENANTS
DATED NOVEMBER 15, 2000 AND RECORDED NOVEMBER 17, 2000 IN INSTRUMENT
2000081859 IN PULASKI COUNTY, ARKANSAS.
ACCESS
EASEMENT
12 ACCESS
EASEMENT
10 R/W
DEDICATION
EASEMENT
10 R/W
DEDICATION
EASEMENT
5 WATER
EASEMENTBOWMAN POINTE, LLCPARCEL #44L-142.00-023.54BOW MAN POINTE, PHASE IVPARCEL #44L-142.00-023.55BOW MAN POINTE, PHASE IVPARCEL #44L-142.00-030.10BOW MAN POINTE, LLCPARCEL #44L-142.00-023.53BOW MAN POINTE, LLCPARCEL #44L-142.00-023.50DAVIS BENNETT GROUP
PARCEL #44L-142.00-023.02
DAVIS SCOTT
PARCEL #44L-142.00-023.01
KENNETH DAVIS
PARCEL #44L-142.00-030.02 TYLER COWART#44L-078.10-062.05WESLEY BRYANT#44L-078.10-062.06CLARENCE DUCKWORTH#44L-078.10-062.07CHANDRA SAINI#44L-078.10-063.00ALAN LIM#44L-078.10-064.00SANDRA SESSER#44L-078.10-065.00TARANDEEP HUNJAN#44L-078.10-066.00GOZA LIVING TRUST#44L-078.10-067.00AMANDA GILLOTT#44L-078.10-068.00KENNETH CARPENTER#44L-078.10-069.00LISA WEBBER#44L-078.10-070.00PAUL AULT#44L-078.10-071.00VIRGIL MCCLURE#44L-078.10-072.00KELLY SAVOY#44L-078.10-073.00SARA WREN#44L-078.10-074.00LANNY HICKEY#44L-078.10-075.00JOSEPH SCARBOROUGH#44L-078.10-062.04INTERSTATE 430CALCULATE PER DEED
NW CORNER, NW1/4, NE1/4
SECTION 16, T-1-N, R-13-W,
PULASKI COUNTY,ARKANSAS
S02°05'07"W 517.40'GENERAL NOTES:
1. TRACT IS SUBJECT TO RESTRICTIVE COVENANTS, SUBDIVISION, PLANNING AND
ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN
ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
2. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS OR
OVERHEAD CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE OR
DEVELOPMENT OF THE TRACT, ENVIRONMENTAL AND SUBSURFACE CONDITIONS
WERE NOT EXAMINED AS PART OF THIS SURVEY.
3. THIS PROPERTY IS SUBJECT TO ALL ROADWAYS, EASEMENTS AND/OR
RESERVATIONS THAT ARE OF RECORD OR ARE PHYSICALLY IN PLACE.
4. BEARINGS ARE REFERENCED TO ARKANSAS STATE PLANE GRID NORTH (NAD83).
5. THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND DESCRIBE A LEASE PARCEL
AND ASSOCIATED EASEMENTS. THIS IS NOT A BOUNDARY SURVEY OF THE PARENT
PARCEL.
6. THE LESSEE'S LAND SPACE LIES IN FLOOD ZONE "X", AREA OF MINIMAL FLOOD
HAZARD, ACCORDING TO FLOOD INSURANCE RATE MAP #05119C0432H, JUNE 07,
2019
7. ACCESS & UTILITY EASEMENTS TERMINATE AT OR IN PUBLIC RIGHT OF WAY.
8. AT THE TIME OF THE SURVEY THERE WERE NO VISIBLE ENCROACHMENTS
LOCATED ON THE LEASE AREA OR EASEMENTS OTHER THAN WHAT IS SHOWN
9. THE LEASE AND EASEMENT AREAS LIE ENTIRELY WITHIN THE PARENT PARCEL.
PROPERTY ADDRESS
11500 W 36TH STREET
LITTLE ROCK, AR 72211
PULASKI COUNTY
CERTIFICATION PARCEL #44L-142.00-023.52 / PULASKI COUNTY, ARKANSAS
I HEREBY CERTIFY TO: VERTICAL BRIDGE REIT, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS
SUBSIDIARIES, AND THEIR RESPECTIVE SUCCESSORS AND/OR ASSIGNS; AND (II) TORONTO DOMINION (TEXAS)
LLC, AS ADMINISTRATIVE AGENT, FOR ITSELF AND ON BEHALF OF THE LENDERS PARTIES FROM TIME TO
TIME TO THAT CERTAIN SECOND AMENDED AND RESTATED LOAN AGREEMENT DATED JUNE 17, 2016 WITH
VERTICAL BRIDGE HOLDCO, LLC, AS BORROWER, AND VERTICAL BRIDGE HOLDCO PARENT, LLC, AS PARENT,
AS MAY BE AMENDED, RESTATED, MODIFIED OR RENEWED, THEIR SUCCESSORS AND ASSIGNS AS THEIR
INTERESTS MAY APPEAR; AND SUMMIT SETTLEMENT SERVICES, LLC.
AS PER SUMMIT SETTLEMENT SERVICES COMMITMENT FOR TITLE INSURANCE, COMMITMENT NO.
VTB-174916-C, ISSUED APRIL 18, 2024, THE FOLLOWING ITEMS ARE OF SURVEY MATTERS:
1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST
TIME IN THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT
DATE AND THE DATE ON WHICH ALL OF THE SCHEDULE B, PART IREQUIREMENTS ARE MET.
2. ANY RIGHTS, INTERESTS OR CLAIMS, WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS BUT WHICH COULD
BE ASCERTAINED BY AN INSPECTION OF LAND OR WHICH MAY BE ASSETED BY PERSONS IN POSSESSION
THEREOF.
3. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER
MATTERS WHICH A CORRECT SURVEY WOULD DISCLOSE AND WHICH ARE NOT SHOWN BY THE PUBLIC
RECORDS. (A) UNPATENTED MINING CLAIMS;(B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS
AUTHORIZING THE ISSUANCE THEREOF;(C) WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT
THE MATTERS EXCEPTED UNDER (A),(B) OR (C) ARE SHOWN IN THE PUBLIC RECORDS.
4. TAXES AND ASSESSMENTS FOR THE YEAR AND ALL SUBSEQUENT YEARS ARE A LIEN BUT NOT YET DUE
AND PAYABLE.
5. THE RIGHT OF WAY EASEMENT BETWEEN ELGOR, INC, A CORPORATION; AND THE CITY OF LITTLE ROCK,
ARKANSAS, DATED MAY 30, 1995 AND RECORDED JUNE 12, 1995 IN (INSTRUMENT) 95 33382, IN PULASKI
COUNTY, ARKANSAS DOES AFFECT THE LESSEE'S ACCESS/FIBER/UTILITY EASEMENT AS SHOWN.
6. TERMS AND CONDITIONS OF AN UNRECORDED AGREEMENT, AS EVIDENCED BY A(N) STREET CONSTRUCTION
AND EASEMENT AGREEMENT BETWEEN ELGOR, INC, A CORPORATION AND THE CHURCH AT ROCK CREEK, INC.,
AN ARKANSAS NOT-FOR PROFIT CORPORATION, DATED NOVEMBER 15, 2000 AND RECORDED NOVEMBER 17,
2000 IN (INSTRUMENT) 2000081861, IN PULASKI COUNTY, ARKANSAS.
7. THE RIGHT-OF-WAY EASEMENT ENTERGY ARKANSAS, INC. BETWEEN THE CHURCH AT ROCK CREEK, INC.;
AND ENTERGY ARKANSAS, INC., AND ITS SUCCESSORS AND ASSIGNS, DATED DECEMBER 18, 2003 AND
RECORDED DECEMBER 31, 2003 IN (INSTRUMENT) 2003130477, IN PULASKI COUNTY, ARKANSAS DOES NOT
AFFET THE LESSEE'S PREMISES OR EASEMENTS.
8. THE RIGHT OF WAY EASEMENT BETWEEN THE CHURCH AT ROCK CREEK; AND CENTRAL ARKANSAS WATER,
DATED APRIL 6, 2005 AND RECORDED APRIL 6, 2005 IN (INSTRUMENT) 2005029364, IN PULASKI COUNTY,
ARKANSAS DOES NOT APPEAR TO AFFECT THE LESSEE'S PREMISES OR EASEMENTS.
9. THE RIGHT-OF-WAY INSTRUMENT ENTERGY ARKANSAS, INC. BETWEEN THE CHURCH AT ROCK CREEK, INC.;
AND ENTERGY ARKANSAS, INC., AND ITS SUCCESSORS AND ASSIGNS, DATED JUNE 9, 2005 AND RECORDED
AUGUST 15, 2005 IN (INSTRUMENT) 2005068517, IN PULASKI COUNTY, ARKANSAS IS BLANKET IN NATURE AND
THEREFORE CANNOT BE PLOTTED.
10. THE DEDICATION DEED BETWEEN THE CHURCH AT ROCK CREEK, INC., A NON-PROFIT CORPORATION AND
CITY OF LITTLE ROCK, ARKANSAS, DATED MARCH 25, 2014 AND RECORDED AUGUST 21, 2014 IN (INSTRUMENT)
2014048481, IN PULASKI COUNTY, ARKANSAS DOES AFFECT THE LESSEE'S ACCESS/UTILITY/FIBER EASEMENT
AS SHOWN.
11. THE GRANT OF EASEMENT AND RIGHT OF WAY BETWEEN THE CHURCH AT ROCK CREEK, INC.; AND
CENTERPOINT ENERGY RESOURCES CORP., A DELAWARE CORPORATION, D/B/A CENTERPOINT ENERGY
ARKANSAS GAS, DATED FEBRUARY 2, 2016 AND RECORDED FEBRUARY 19, 2016 IN (INSTRUMENT) 2016010120,
IN PULASKI COUNTY, ARKANSASIS BLANKET IN NATURE AND THEREFORE CANNOT BE PLOTTED.
12. THE TERMS AND CONDITIONS OF AN UNRECORDED AGREEMENT, AS EVIDENCED BY A(N) ACCESS
EASEMENT AGREEMENT BETWEEN THE CHURCH AT ROCK CREEK, INC., AN ARKANSAS NONPROFIT
CORPORATION AND BOWMAN POINTE, LLC, AN ARKANSAS LIMITED LIABILITY COMPANY, DATED OCTOBER 19,
2017 AND RECORDED OCTOBER 20, 2017 IN (INSTRUMENT) 2017067884, IN PULASKI COUNTY, ARKANSAS DOES
AFFECT THE LESSEE'S ACCESS/UTILITY/FIBER EASEMENT AS SHOWN.
13. THE TERMS AND CONDITIONS OF AN UNRECORDED AGREEMENT, AS EVIDENCED BY A(N) DRAINAGE
EASEMENT & MAINTENANCE AGREEMENT BETWEEN THE CHURCH AT ROCK CREEK, INC., AN ARKANSAS
NONPROFIT CORPORATION AND BOWMAN POINTE, LLC, AN ARKANSAS LIMITED LIABILITY COMPANY, DATED
OCTOBER 19, 2017 AND RECORDED OCTOBER 20, 2017 IN (INSTRUMENT) 2017067885, IN PULASKI COUNTY,
ARKANSAS DO AFFECT THE LESSEE'S ACCESS/UTILITY/FIBER EASEMENT AS SHOWN.
14. RIGHTS OF FEE SIMPLE OWNERS IN AND TO THE SUBJECT PROPERTY.
15. TERMS AND CONDITIONS CONTAINED IN THAT DECLARATION OF COVENANTS DATED NOVEMBER 15, 2000
AND RECORDED NOVEMBER 17, 2000 IN (INSTRUMENT) 2000081860 IN PULASKI COUNTY, ARKANSAS.LEASE & EASEMENT SURVEYBOWMAN ROAD SOUTH AR #US-AR-5222THE TOWERS, LLCverticalbridgeJ P
ENGINEERING EXCELLENCE
HE
Benton, Arkansas 72018
(501)939-2303
P.O. BOX 505
HeritageEngineering
FAX (501)939-2016
www.HeritageEngineering.net
ISSUE DATE 1:
SHEET No.
2.0
HE JOB NO.:
FILE NAME:
PLOT SCALE:
IF THIS BAR DOES NOT MEASURE
1" THEN DRAWING HAS BEEN
REDUCED AND IS NOT TO SCALE
DRAWN BY:
CHECKED BY:
J P
WARNING
1/20 1
2022-
1:100SHEETTITLE:ISSUE DATE 2:
ISSUE DATE 3:
BEARINGS ARE BASED ON ARKANSAS
STATE PLANE GRID NORTH DERIVED
FROM GPS OBSERVATIONS.
C COPYRIGHT HERITAGE ENGINEERING 2024
IRON ROD FOUND
1/2" IRON ROD WITH CAP SET
F.A.A. 1A LOCATION
LEGEND
GUY LINE
LIGHT POLE (O/H ELEC)
POWER POLE
OVERHEAD ELECTRIC
U/G ELECTRIC
WATER LINE
WATER METER
WATER VALVE
TELEPHONE LINE
TELEPHONE RISER
FENCE LINE
STORM SEWER MANHOLE
CALCULATED OR ANGLE POINT
TITLE EXCEPTION3
LOCATION/DESCRIPTION LATITUDE LONGITUDE
UNLESS NOTED, ALL DATA IS EXPRESSED IN NAD83 & NAVD88
ELEVATION
TOWER NAD83/NAVD88 34°43'35.26" (34.72646)-92°24'17.22" (92.40478)368.0
ISSUE DATE 4:
ISSUE DATE 5:
ISSUE DATE 6:
SANITARY SEWER MANHOLE
16 JAN 2023
21 MAY 2023
04 SEP 2023
16 DEC 2023
0 100 200 300
DRAINAGE EASEMENT 13
DRAINAGE
EASEMENT 13
DRAINAGE
EASEMENT13
3 5 8
3 6 6
3 6 8
370
373
360
3
6
2
3
6
4
3
6
7
3
7
0
31 MAY 2024
BEARINGS ARE BASED ON ARKANSASSTATE PLANE GRID NORTH DERIVEDFROM GPS OBSERVATIONS.EAWSHEET No.3.0HE JOB NO.:FILE NAME:PLOT SCALE:SCALE:IF THIS BAR DOES NOT MEASURE 1"THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALEDESIGNED BY:DRAWN BY:CHECKED BY:STSWARNING 1/2 011:100SHEET TITLE:IRON ROD FOUND1/2" IRON ROD WITH CAP SETF.A.A. 1A LOCATIONGAS LINELEGENDGAS METERGUY LINELIGHT POLE (O/H ELEC)POWER POLEOVERHEAD ELECTRICU/G ELECTRICWATER LINEWATER METERWATER VALVETELEPHONE LINETELEPHONE RISERSANITARY SEWER MANHOLEFENCE LINESTORM SEWER MANHOLECALCULATED OR ANGLE POINTTITLE EXCEPTION 3SE1/4, NW1/4, SECTION 16, T-1-N, R-13-WSW1/4, NE1/4, SECTION 16, T-1-N, R-13-W SE1/4, NW1/4, SECTION 16, T-1-N, R-13-WSW1/4, NE1/4, SECTION 16, T-1-N, R-13-WPARENT PARCELPARENT PARCELPOWERPOLEMETAL FENCE WOOD FENCEPARENT PARCELPOWERPOLEPOWERPOLEEXIST. SHARED ASPHALT DRIVEWEST 36TH STREET(PUBLIC RIGHT-OF-WAY)0100200300XXXXXXXXX
OVERALL SITE & TOPO COMPOUND PLAN ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024STSCOMPOUND PLANSCALE: 1 = 100ENLARGED COMPOUND PLANSCALE: 1 = 10CENTER LAT/LONG (NAD83) LAT: 34° 43' 35.26" N LONG: 92° 24' 17.22" WEXIST. GROUND ELEVATION (NAVD88)ELEVATION: 368.0 FEET (AMSL)PROPOSED MONOPOLE TOWERNOTES BY SYMBOL " "XXXXXXSETBACK PLANSCALE: NTSPARENT PARCEL
PARENT PARCELPARENT PARCEL PARENT PARCELX
367368369370371372373366365NEW 150' MONOPOLE TOWER
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:3.2SHEET No.COMPOUND FENCE ELEVATIONS & DETAILS ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 20243.2ECHAIN LINK FENCE LOCK DETAILC3.2SCALE: NTS.D3.2GATE KEEPERSCALE: NTS.MUSHROOM STOP DETAILSCALE: NTS.SCALE: NTS.FENCE / BARBED WIRE ARM DETAILCHAIN LINK FENCE TABLECHAIN LINK FENCE & GATE ELEVATIONSCALE: NTS.3.2AB3.2XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOPAQUE SLAT FENCE EXAMPLENEW 150' MONOPOLE TOWER
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BEARINGS ARE BASED ON ARKANSASSTATE PLANE GRID NORTH DERIVEDFROM GPS OBSERVATIONS.EAWSHEET No.3.3HE JOB NO.:FILE NAME:PLOT SCALE:SCALE:IF THIS BAR DOES NOT MEASURE 1"THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALEDESIGNED BY:DRAWN BY:CHECKED BY:STSWARNING 1/2 011:20SHEET TITLE:0204060LANDSCAPING PLAN ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024STSLANDSCAPING PLANSCALE: 1 = 20METAL FENCE
GATE DETAILSCALE: NTSNEW 150' MONOPOLE TOWER
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REV. 2:REV. 3:
SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:JOB NO.:3.4SHEET No.3.4NOT TO SCALETREE STAKING DETAILB3.4NOT TO SCALESHRUB PLANTING DETAILATREE PLANTING NOTES:SHRUB PLANTING NOTES:2.#06/#6'4+#.5%*'&7.' ITEMSIZE & DESCRIPTION3.4NOT TO SCALESTEEL EDGING DETAILCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024.#0&5%#2+0)2.#05%#.' 0653.4AREV. 2:COMPOUND LANDSCAPING PLAN
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:4.0C COPYRIGHT HERITAGE ENGINEERING PLLC 2024SHEET No.TOWER ELEVATION & ANTENNA DETAILS ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCTOWER NOTES1.2.3.ANTENNA NOTES2.1.3.MONOPOLE TOWER ELEVATIONBETAAZM. 90°ANTENNA DETAILSCALE: NTS.JMAMT6413-77AGA
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:4.1SHEET No.RF DESIGN SHEET (1 OF 2)ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:4.2SHEET No.RF DESIGN SHEET (2 OF 2)ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:4.3SHEET No.ANTENNA MOUNT SPECIFICATION SHEET (BY OTHERS)ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024MONOPOLE MOUNT: PV-LPPGS-12M-HR2-AP2REV. 0:NEW 150' MONOPOLE TOWER
BOWMAN ROAD SOUTH / US-AR-5222 THIRD ANGLE PROJECTION150" (PV-LPPGS-12)174" (PV-LPPGS-14)68-1/2" 48"15-1/2"28"SEE TABLE 1 FORCOMPATIBLE POLE SIZES3-1/2" FACE PIPE2-3/8",2-7/8",3-1/2"UPPER HORIZONTAL RAIL2-3/8"2-7/8",ANTENNA PIPE72",96",126"ANTENNA PIPEPV-LPPGSMONOPOLE GUARDIAN MOUNTSEE SHEET 2 - TABLE 1 FOR FULL CONFIGURATION DETAILS01_TriangularPV-LPPGS_GUARDIAN1 OF 17DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILE1/4, BEND2ALL OTHERS: 1/16"CATEGORY6/23/20231:36SERIESTYPECHECKEDBYSCALESHEETREVDESCRIPTIONDATESTATUS7891002_Monopole11DJNSJSAPPROVEDADDED ALL THREAD NOTE TO COLLARSREPLACED PKBK WITH PV-KKRSKKGS UPDATEACC1 REPLACE ACC2, PV-CMX-CG-BO REPLACE115-242ADDED SEPARATE EPA & WEIGHTS TABLEBOM TABLES UPDATED - BASE KITS11/11/202/2/213/16/212/10/2212/29/22MONOPOLE GUARDIAN MOUNTLPPGS-ENG-01-R1111DOCUMENT NUMBERREVTHIRD ANGLE PROJECTIONBASE MOUNT(PV-LPPGS-12M-B SHOWN)MOUNT WITH UPPER RAIL(PV-LPPGS-12M-HR2-B SHOWN)MOUNT WITH UPPER RAIL AND ANTENNA PIPE(PV-LPPGS-12M-HR2-AP1 SHOWN)MOUNT WITH UPPER BRACE KIT AND ANTENNA PIPE(PV-LPPGS-12M-TKB3-AP4 SHOWN)MOUNT WITH KICKER KIT AND ANTENNA PIPE(PV-LPPGS-12M-HR2-K-AP1 SHOWN)INCLUDED PART OVERVIEW* APPROXIMATELY 40% LESS THAN INDUSTRYAVERAGE OF EQUIVALENT MOUNTTable 5: Threaded Connection Tightening PointsReference ConfigTotal ConnectionsBase Mount48Add Upper Rail60Add (12) Pipes108*Add KKGS144Add TKB16801_TriangularPV-LPPGS_GUARDIAN5 OF 17DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILE1/4, BEND2ALL OTHERS: 1/16"CATEGORY6/23/20231:40SERIESTYPECHECKEDBYSCALESHEETREVDESCRIPTIONDATESTATUS02_MonopoleDJNSJSAPPROVEDMONOPOLE GUARDIAN MOUNTLPPGS-ENG-01-R1111DOCUMENT NUMBERREV12/29/222/10/223/16/212/2/2111/11/20BOM TABLES UPDATED - BASE KITSADDED SEPARATE EPA & WEIGHTS TABLEACC1 REPLACE ACC2, PV-CMX-CG-BO REPLACE115-242KKGS UPDATEADDED ALL THREAD NOTE TO COLLARSREPLACED PKBK WITH PV-KKRS1110987THIRD ANGLE PROJECTION48"SEE TABLE 1 FORCOMPATIBLE POLEDIAMETER48"SEE TABLE 1 FORCOMPATIBLE POLEDIAMETERMONOPOLE(STANDARD)PV-RM1045-GS SHOWNWHEN INSTALLED ADJACENT TO CLIMBPATH REMOVE EXCESS ALL-THREAD TOPROMOTE CLIMBER SAFETY ANDPREVENT CONTACT WITH SAFETY CLIMBWIRE ROPE.MINIMUM 1" REQUIRED BEYOND HEX NUTSTANDARD POLEPV-RM1045-GSLARGE POLEPV-RM3060-GSROD CUT LENGTHCOLLAR MOUNT INSTALLATIONTable 10: Threaded Rod Cut Length (in)Pole OD (in)PV-RM1045-GSPV-RM3060-GS1014-1519.5-2024.5-2529-3033.524353826.54042.531454835.550-4055-4460-4801_TriangularPV-LPPGS_GUARDIAN8 OF 17DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILE1/4, BEND2ALL OTHERS: 1/16"CATEGORY6/23/20231:20SERIESTYPECHECKEDBYSCALESHEETREVDESCRIPTIONDATESTATUS02_MonopoleDJNSJSAPPROVEDMONOPOLE GUARDIAN MOUNTLPPGS-ENG-01-R1111DOCUMENT NUMBERREV12/29/222/10/223/16/212/2/2111/11/20BOM TABLES UPDATED - BASE KITSADDED SEPARATE EPA & WEIGHTS TABLEACC1 REPLACE ACC2, PV-CMX-CG-BO REPLACE115-242KKGS UPDATEADDED ALL THREAD NOTE TO COLLARSREPLACED PKBK WITH PV-KKRS1110987THIRD ANGLE PROJECTIONGUARDIAN MOUNT WITH TKB(PV-LPPGS-12M-TKB3-AP4 SHOWN)48"24"72"LOWER COLLAR CLUPPER COLLAR CLUPPER RAIL CL3-1/2"2-3/8"2-3/8"PV-LPP-GS-TKBGUARDIAN TOP KICKER BRACE KITINCLUDED IN KITS:•PV-LPPGS-12M-TKB3-AP4•PV-LPPGS-14M-TKB3-AP4•PV-LPPGS-14L-TKB3-AP4COMPATIBLE WITH 3-1/2" OD UPPER RAIL ONLYADDITIONAL EPA: 6.7 SQFT01_TriangularPV-LPPGS_GUARDIAN11 OF 17DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILE1/4, BEND2ALL OTHERS: 1/16"CATEGORY6/23/20231:32SERIESTYPECHECKEDBYSCALESHEETREVDESCRIPTIONDATESTATUS02_MonopoleDJNSJSAPPROVEDMONOPOLE GUARDIAN MOUNTLPPGS-ENG-01-R1111DOCUMENT NUMBERREV12/29/222/10/223/16/212/2/2111/11/20BOM TABLES UPDATED - BASE KITSADDED SEPARATE EPA & WEIGHTS TABLEACC1 REPLACE ACC2, PV-CMX-CG-BO REPLACE115-242KKGS UPDATEADDED ALL THREAD NOTE TO COLLARSREPLACED PKBK WITH PV-KKRS1110987
SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:5.0SHEET No.WAVE GUIDE BRIDGE, GPS ELEVATION, SECTION, PLAN & DETAILS ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCBSECTION @ WAVE GUIDE BRIDGE5.0SCALE: NTS.TYPICAL WAVE GUIDE BRIDGE PLAN VIEW5.0SCALE: 1/2"=1'-0"DC5.0SCALE: NTS.@ WAVE GUIDE BRIDGE POSTALTERNATE POST ANCHORAGETYPICAL WAVE GUIDE BRIDGE ELEVATIONA5.0SCALE: NTS.NOTES :C COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:5.1SHEET No.EQUIPMENT PAD PLANS & AWNING/ICE BRIDGE LAYOUT ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCSCALE: 1/2"=1'-0"AWNING/ICE BRIDGE LAYOUTB5.1SCALE: 1/2"=1'-0"EQUIPMENT PAD PLANA5.1C COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:5.2SHEET No.OUTDOOR EQUIPMENT ELEVATIONS ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCSCALE: 1/2"=1'-0"EQUIPMENT UTILITY RACK ELEVATIONSB5.2SCALE: 1/2"=1'-0"EQUIPMENT CABINET ELEVATIONSA5.2SCALE: NTSGENERATOR ELEVATIONC5.2FRONTBACKFRONTBACKC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:5.3SHEET No.PV-WC1012-312X162 CANOPY (BY OTHERS)ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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6.0CANOPY FOOTINGS TYP. SCALE: 3/4"=1'-0"CSHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:6.0SHEET No.EQUIPMENT MAT PLANS, SECTIONS & NOTES ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLC6.0EQUIP. PAD & GEN. PAD SECTIONSSCALE: 3/4"=1'-0"AEQUIPMENT PADGENERATOR PAD6.0EQUIP. PAD & GEN. PAD PLANSSCALE: 3/4"=1'-0"B6.0CANOPY FOOTINGS TYP. SCALE: 3/4"=1'-0"DC COPYRIGHT HERITAGE ENGINEERING PLLC 2024C E R T I FICA
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BACKFRONTSHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:6.1SHEET No.OUTDOOR OVP CUTSHEET ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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UTILITY ROUTING PLANSCALE: NTS.UTILITY ROUTING NOTES:SEE ONE LINE DIAGRAMON SHEET 7.2 FOR MOREINFORMATIONCOORDINATE INCOMING SERVICECONDUITS ROUTING WITH PROJECTMANAGER AND LOCAL UTILITYCOMPANIESGENERAL CONTRACTORTO PROVIDE PULL BOX ASREQUIRED PER NECFIBER OPTIC MARKER POSTFIBER OPTIC MARKER SIGNFIBER PULL BOX DETAILSHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:7.0SHEET No.UTILITY ROUTING PLAN ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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LOADS
SUB-PANEL
WIRE COLOR
LOAD PERLOADWIRE SIZE
GROUNDING
WIRE SIZE
TRIPDESCRIPTIONQTY.UNITV.A.PHASEAB1400LOADS
CONTINUOUS
LOADS
NON-CONTINUOUSRECTIFER #114001BLKRED11400140030LOADS
SUB-PANEL
WIRE COLOR
LOADWIRE SIZE
GROUNDING
WIRE SIZE
TRIP
DESCRIPTIONQTY.UNITV.A.PHASEAB1400LOADS
CONTINUOUS
LOADS
NON-CONTINUOUS
24RECTIFER #214001BLKRED114001400301400RECTIFER #314001BLKRED11400140030140068RECTIFER #614001BLKRED11400140030SPACE1801012RECEPTACLE1801BLKRED118030SPACERECEPTACLE18030BLKREDBLKRED302402401BLKRED115001500303601416SPACE3804BLK30GFCI REC. & LIGHTS1820BLKRED2224BLKRED2628BLKRED3032BLKRED3436BLKREDBLKREDBLKREDBLKRED38BLK4042BLKSPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACEREDSPACESPACESPACEBLKRED1357131517192123252729313335373941BATTERY CHARGERBLOCK HEATER30SUBTOTALCONTINUOUSSUBTOTALNON-CONTINUOUSSUBTOTALSUB-PANELSUBTOTALCONTINUOUSSUBTOTALNON-CONTINUOUSSUBTOTALSUB-PANELPHASE (VA)LOAD PERPHASE (VA)PANEL DESIGNATION: ELECTRICAL PANEL (ITEM 2)MAIN LUGS: N/AMAIN BREAKER: 200 AMP.TOTAL KVACONTINUOUS x 1.25TOTAL KVANON-CONTINUOUSTOTAL KVASUB-PANELTOTAL KVATOTAL AMPSBRANCH BREAKER TYPE: SIEMENS G.C. SUPPLIEDVOLTAGE: 120/240CYCLE: 60PHASE: 1WIRES: 3MAIN COPPER BUS: 200AMPSNOTES:ALL WIRE TO BE #12 THHN/THWN UNLESS NOTED OTHERWISE.COLOR CODE:= BLACKOA= REDOBNETURAL = WHITEGROUND = GREENALL WORK TO CONFORM TO N.E.C. LATEST STATE ADOPTED EDITION.LABEL SERVICE DISCONNECT WITH A RED TAD.SWITCH LEG CONDUCTORS SHALL BE THE SAME COLOR AS CIRCUIT CONDUCTORS.ALL GFCI RECEPTACLES TO HAVE A DECICATED GROUND WIRE.ALL BREAKERS FOR CIRCUITS FEEDING EQUIPMENT WITH A MAIN INTERNAL OVER-CIECUIT DEVICE SHOULD MATCH THE RATING OF THE OVER-CIRCUIT DEVICE.SEE ELECTRIC SCHEMATIC #2 & #3 SHEETS FOR MORE DETAILS.EQUIPMENT TERMINATION LUGS AND CONDUCTORS ARE RATED AT A MINIMUM OF 75° C.1.2.3.4.5.6.7.8.KEY:PC = PHOTOCELLM = MOTION DETECTOR- = CONDUIT GROUND# = NON-DEDICATED GROUND(#) = DEDICATED GROUND< # > = ISOLATED GROUNDELECTRICAL CONTRACTOR TO SIZE ALLELECTRICAL WIRE FOR FINAL EQUIPMENTSUPPLIED BY VERIZON WIRELESS PER NEC911RECTIFER #51400140014001BLKRED114001400301400RECTIFER #414001BLKRED11400140030SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:7.1SHEET No.BREAKER BOX ELECTRIC SCHEMATIC ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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ELECTRIC CONDUIT SCHEMATIC SCALE: NTS.120/240 VAC 1Ø 200 AMP SERVICESUPPLIED AND INSTALLED BY SITEELECTRICAL CONTRACTORNGSERVICE RUNSERVICE BOND SEE NOTE 3 & 4FIELD WIRINGGROUND ELECTRODEINSTALLED IN ACCORDANCEWITH ARTICLE 250VERIZON SUPPLIEDGENERATOR5MECHANICAL INTERLOCKAUTOMATIC TRANSFERSWITCHTO BRANCH CIRCUITS AND TVSS200 AMPINTERGRATEDLOADCENTER5120/240 VAC 1Ø 200 AMP SERVICESUPPLIED AND INSTALLED BY SITEELECTRICAL CONTRACTORSERVICE RUN200 AMPMETER BASEBY LOCAL UTILITIES2" POWER1" BATT / HEATERBATTERY CHARGERBLOCK HEATERGENERATOR2" POWER2" SPAREEQUIPMENTCABINETATS WITHINTEGRATEDLOAD CENTERPOWER RISER BLOCK DIAGRAM - ATSSCALE: NTS.NOTES:BUILDING ELECTRICAL SYSTEM IS RATED AT 10,000 A.I.C. IF HIGHERRATINGS ARE REQUIRED, IT IS THE RESPONSIBILITY OF SITE CONTRACTOR AND VZW CONSTRUCTION ENGINEER TO MEET SUCH REQUIREMENTS.SERVICE BOND IS TO BE MADE BY DEVICES (STRAPS, SCREWS, ETC.)SUPPLIED BY EQUIPMENT MANUFACTURER. IF NO SUCH DEVICE ISSUPPLIED, BOND IS TO BE MADE IN ACCORDANCE WITH NEC ARTICLE 250.WHEN SERVICE OVER CURRENT DISCONNECT IS FIELD INSTALLE AND HAS A NEUTRAL TO GROUND CONNECTION ESTABLISHED, REMOVE NETURAL TO GROUND CONNECTION IN TRANSFER SWITCH.CONDUCTOR OVER CURRENT PROTECTION DEVICE ARE SLECTED IN ACCORDANCE WITH NEC (ARTICLE 240.3).CONDUCTOR SIZING IS SLECTED FROM NEC (ARTICLE 215.2).ALL LUGS THAT HOLD MORE THAN ONE WIRE SHALL BE LISTED FORMULTI-BARRELL CONNECTIONS.ALL CONDUCTORS SHALL BE COPPER.LABEL SERVICE DISCONNECT WITH A RED TAG.RECOMMENDED SERVICE ENTRANCE CONDUCTOR SIZE (3) 3/0 AWG & (1)#4 GROUND.1.2.3.4.5.6.7.8.9.MAIN PUNCH BLOCK INEQUIPMENT CABINET1" ALARMOVPfor power
2" FLEX
CONDUIT
2" FLEX
CONDUIT
for fiber 1" SPARE1" START1" SPARE1" ALARM1" POWERSITE LIGHT 1SITE LIGHT 2RECEPTACLESSHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:7.2SHEET No.ELECTRIC SCHEMATIC & POWER RISER BLOCK DIAGRAM ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
BOWMAN ROAD SOUTH / US-AR-5222REV. 0:C E R T I FICA
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:7.3C COPYRIGHT HERITAGE ENGINEERING PLLC 2024SHEET No.UTILITY DISTRIBUTION RACKS ELEVATIONS & DETAILS ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCLONG SWEEP PVC ELBOW DETAIL47.3SCALE: NTS.TRENCH DETAILS27.3SCALE: NTS.ELECTRIC CONDUITFIBER OPTIC CONDUITONE LINE DIAGRAM NOTES BY SYMBOL " "GENERAL NOTESEQUIPMENT UTILITY RACK DIAGRAM37.2SCALE: NTS.FRONTBACKNEW 150' MONOPOLE TOWER
BOWMAN ROAD SOUTH / US-AR-5222 VIEW FROM COMPOUNDVIEW FROM FENCEUTILITY DISTRIBUTION RACK DETAIL7.31SCALE: NTS.SCHEDULE OF MATERIALSREV. 0:C E R T I FICA
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BEARINGS ARE BASED ON ARKANSASSTATE PLANE GRID NORTH DERIVEDFROM GPS OBSERVATIONS.EAWSHEET No.7.4HE JOB NO.:FILE NAME:PLOT SCALE:SCALE:IF THIS BAR DOES NOT MEASURE 1"THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALEDESIGNED BY:DRAWN BY:CHECKED BY:STSWARNING 1/2 011:100SHEET TITLE:PARENT PARCELPARENT PARCELPOWERPOLEMETAL FENCE WOOD FENCEPARENT PARCELPOWERPOLEPOWERPOLEWEST 36TH STREET(PUBLIC RIGHT-OF-WAY)0100200300XXXXXXXXX
OVERALL FIBER & POWER PLAN ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024STSOVERALL FIBER & POWER PLANSCALE: 1 = 100NEW 150' MONOPOLE TOWER
BOWMAN ROAD SOUTH / US-AR-5222 POWERPOLEENTERGY NOTEREV. 0:C E R T I F ICA
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COMPOUND GROUNDING PLANSCALE: NTS.NOTES BY SYMBOL " "GENERAL NOTESCONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN A COPY OFVERIZON'S LATEST REVISION OF GROUNDING REQUIREMENTS(VERIZON'S DOCUMENT "NSTD46") AND INSTALL THE SITEGROUNDING SYSTEM IN ACCORDANCE WITH THE MOST STRINGENTREQUIREMENTS OF THE REFERENCED DOCUMENT OR THEREQUIREMENTS AS SHOWN IN THESE DRAWINGS. NOTE THAT THEREFERENCED DOCUMENT ADDRESSES GROUNDING OF ITEMS THATARE NOT SHOWN IN THESE DRAWINGS.ELECTRICAL LEGENDSHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:8.0SHEET No.COMPOUND GROUNDING PLAN & NOTES ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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TOWER GROUNDING DETAILNOT TO SCALE8.1GBAR LOCATIONN.T.S. 8.1CGROUNDING DETAILCOAX CABLE & ANTENNAN.T.S. 8.1B8.1N.T.S. GROUND RING & ROD DETAILE8.1SCALE: N.T.S.INSPECTION WELL DETAIL FANTENNA GROUNDDCOAX/WAVEGUIDE GROUND KITSN.T.S. ((TYP).) INSTALL AT EACH COAX/WAVEGUIDE ENTRY8.1TOWER CIGBE WITHSHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:8.1SHEET No.GROUNDING DETAILS, SHEET 1 OF 3 ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCTYPICAL EQUIP. PAD/ WAVEGUIDE BRIDGE/TOWER GROUNDINGN.T.S. 8.1AC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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8.2FFOUNDATION GROUNDING DETAILCADWELD CONNECTION TYPES8.2BNOT TO SCALECOAX GROUNDING DETAILG8.2NOT TO SCALE8.2DANTENNA OR TOWER GROUND BAR DETAILNOT TO SCALE8.2CEQUIP. PAD FOUND. GROUNDING DETAILNOT TO SCALE8.2EPOST MOUNT EARTH GROUND SYSTEMNOT TO SCALESHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:8.2SHEET No.GROUNDING DETAILS, SHEET 2 OF 3 ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCCANOPY GROUND BAR DETAILANOT TO SCALE8.2C COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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FENCE GROUNDING DETAIL8.3B8.3GATE GROUNDING DETAILANOT TO SCALENOT TO SCALEGENERATOR GROUND DETAIL8.3CSHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:8.3SHEET No.GROUNDING DETAILS, SHEET 3 OF 3 ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:9.0SHEET No.GENERAL NOTES & SPECIFICATIONS ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCGENERAL NOTESDIVISION 3 - CONCRETE3100 CONCRETE FORMS AND ACCESSORIES3200 CONCRETE REINFORCEMENT3300 CAST-IN-PLACE CONCRETESECTION TITLEDIVISION 1 - GENERAL REQUIREMENTS1300 ADMINISTRATIVE REQUIREMENTS1400 QUALITY REQUIREMENTS1700 EXECUTION REQUIREMENTS DIVISION 2 - SITE CONSTRUCTION2370 EROSION AND SEDIMENTATION CONTROL 2730 GRAVEL SURFACING2300 EARTHWORK2324 TRENCHING1100 SUMMARY DIVISION 1 - GENERAL REQUIREMENTSSECTION 1100 - SUMMARYPART 1 - GENERAL1.1 PURPOSE AND INTENT PART 2 - PRODUCTSNOT USEDPART 3 - EXECUTIONNOT USEDTABLE OF CONTENTS 1. THE EXISTING TOPOGRAPHY AND VERTICAL GEOMETRY REPRESENTED ON THESEDRAWINGS IS TO BE VERIFIED BY CONTRACTOR. EXISTENCE AND LOCATION OF ALLUNDERGROUND AND OVERHEAD UTILITIES AND SERVICES ARE TO BE ESTABLISHED BYCONTRACTOR THROUGH COORDINATION WITH THE APPROPRIATE UTILITY COMPANY ORAGENCY PRIOR TO GRADING OR START OF CONSTRUCTION. AND THAT ALL WORK CAN BEACCOMPLISHED PRIOR TO INITIATING ANY WORK.2. INFORMATION ON THE TOWER, TOWER AND GUY ANCHOR FOUNDATIONS, AND EQUIPMENTCABINETS SHALL BE PROVIDED BY OTHERS.3. A 20' HORIZONTAL CLEARANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES.4. ALL SURVEY INFORMATION REFERENCED IN THESE DRAWINGS COMPLIES WITH FAA ORDER8260.19C ACCURACY TOLERANCES.5. PROVIDE ALL LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARYPOWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK ASINDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN.6. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OFSYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS.EXACT EQUIPMENT LOCATIONS SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/ORINSTRUCTIONS OF THE ENGINEER AND/OR OWNER'S REPRESENTATIVE. DO NOT SCALEDRAWINGS.7. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FORCOMPLETE SYSTEMS, INCLUDING ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TOCOMPLETE INSTALLATION, WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALLBE COMPLETELY ASSEMBLED, TESTED, ADJUSTED, AND DEMONSTRATED TO BE READY FOROPERATION PRIOR TO OWNER'S ACCEPTANCE.8. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR SOIL EROSION ANDSEDIMENT CONTROL, AND OTHER REQUIREMENTS OF GOVERNMENTAL AUTHORITIES HAVINGJURISDICTION9. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS,CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BYTHE AUTHORITIES HAVING JURISDICTION. DELIVER CERTIFICATES TO THE OWNER PRIOR TOFINAL ACCEPTANCE OF THE WORK.10. THE CONTRACTOR SHALL MAINTAIN BENCHMARKS AND OTHER ELEVATION CONTROLPOINTS AND SHALL REESTABLISH, IF DISTURBED OR DESTORYED, AT NO ADDITIONAL COST TOTHE OWNER.11. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING OF TOWER INACCORDANCE WITH FAA REQUIREMENTS AS CONSTRUCTION OF TOWER PROGRESSES. THECONTRACTOR SHALL MAINTAIN TEMPORARY POWER AND LIGHTING UNTIL PERMANENT POWERAND LIGHTING ARE PROVIDED.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND OR RESTORATION OF ANYDAMAGE TO THE EXISTING ACCESS ROADWAY AND ANY ADJACENT SITE AREAS AS A RESULTOF HIS USE DURING CONSTRUCTION. ALL DISTURBED AND DAMAGED AREAS SHALL BERESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK.13. THE CONTRACTOR SHALL REMOVE ALL WASTE, DEBRIS, AND TRASH FORM SITE ANDDISPOSE OF IN A LEGAL MANNER.14. UPON COMPLETION OF WORK, OR AS DIRECTED BY EROSION CONTROL AUTHORITIES, ALLDISTURBED AREAS NOT IMPROVED WITH GRAVEL SHALL BE SEEDED WITH PERMANENTSEEDING MATERIAL SUITABLE FOR THE LOCAL GROWING AREA.15. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BESOLELY RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONSAND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDINGWITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THEPROJECT MANAGER.16. THE CONTRACTOR SHALL RECEIVE IN WRITING, AUTHORIZATION TO PROCEED BEFORESTARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACTDOCUMENTS.17. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE INDICATED OR SPECIFICALLYWHERE LOCAL CODES, OR REGULATIONS TAKE PRECEDENCE.18. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCEWITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVEALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFULORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALLAPPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATEJURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.19. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING BESTSKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALLCONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FORCOORDINATION ALL PORTIONS OF THE WORK UNDER THECONTRACT INCLUDING CONTACT ANDCOORDINATION WITH THE PROJECT MANAGER AND WITH THE LANDLORD'S AUTHORIZEDREPRESENTATIVE.20. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BEREQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS WILL BEINCLUDED AS PART OF THE WORK.21. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTINGIMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OFWORK, REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THESATISFACTION OF THE PROJECT MANAGER.22. KEEP GENERAL AREA CLEAN, HAZARD FREE AND DISPOSE OF ALL DIRT, DEBRIS RUBBISHAND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVEPREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANYNATURE.23. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKINGDAYS OF PROJECT COMPLETION24. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE BONUDARYSURVEY DRAWING, WILL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUENORTH AT THE SITE. THE CONTRACTOR WILL RELY SOLELY ON THE BOUNDARY SURVEYDRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUENORTH, AND WILL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANYDISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGSAND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE BOUNDARY SURVEY. THECONTRACTOR WILL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER.SPECIFICATIONSA. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGSACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THEMATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THISPROJECT.B.THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLYEXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHINGBE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER,IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIEDIN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEENREQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENTREQUIREMENTS SHALL APPLY.C.THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR ANDMATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTIONAND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT.D.THE PURPOSE OF THE CONSTRUCTION SPECIFICATIONS IS TOINTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THEMETHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALSREQUIRED TO COMPLETE THE WORK.E.MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATEDAND SHALL BE CONSIDERED AS PART OF THE WORK. NO CHANGESTHAT ALTER THE CHARACTER OF THE WORK WILL BE MADE ORPERMITTED BY THE OWNER WITHOUT ISSUING A CHANGE ORDER.SECTION 1300 - ADMINISTRATIVE REQUIREMENTSPART 1 - GENERAL1.1 CONFLICTSA. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERINGMATERIAL OR DOING ANY WORK. NO EXTRA CHARGE ORCOMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEENACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMITNOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE FORRESOLUTION BEFORE PROCEEDING WITH THE WORK.B.THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWEDANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THINGCONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMEDHIMSELF PRIOR TO BIDDING.C.NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OFDIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OFANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OFTHE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OROMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERYDETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTIONDOCUMENTS GOVERNING THE WORK.1.2 CHANGE ORDER CONFLICTSA. CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THECONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUESTFROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBINGTHE CHANGES IN WORK OR MATERIALS AND ANY CHANGES IN THECONTRACT AMOUNT AND PRESENT TO THE OWNER FOR APPROVAL.SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND INACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDERPROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICHARE PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN CHANGEORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACEFULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR.1.2 CHANGE ORDER CONFLICTSA. CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THECONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUESTFROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBINGTHE CHANGES IN WORK OR MATERIALS AND ANY CHANGES IN THECONTRACT AMOUNT AND PRESENT TO THE OWNER FOR APPROVAL.SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND INACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDERPROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICHARE PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN CHANGEORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACEFULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR.1.3 RELATED DOCUMENTS AND COORDINATIONA. CIVIL, ELECTRICAL, STRUCTURAL, TOWER DRAWINGS AND ANY OTHERINCLUDED TRADES ARE INTERRELATED. IN PERFORMANCE OF THE WORK,THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATIONIS THE RESPONSIBILITY OF THE CONTRACTOR.1.4 SHOP DRAWINGSA. A CONTRACTOR TO SUBMIT SHOP DRAWINGS AS REQUIRED TO THEOWNER FOR APPROVAL.1.5 PRODUCTS AND SUBSTITUTIONSB.SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICHPROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS ANDMATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMEDNECESSARY BY THE OWNER, SUBMIT ACTUAL SAMPLES TO THE OWNERFOR APPROVAL IN LIEU OF CUT SHEETS.A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACHREQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATIONMETHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATEDSPECIFICATIONS SECTION AND DRAWING NUMBERS AND COMPLETEDOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FORSUBSTITUTIONS.1.6 ADMINISTRATIONB.SUBMIT A BAR CHART TYPE PROGRESS SCHEDULE NOT MORE THAN 3DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THEWORK ON THE SCHEDULE. INDICATE A TIME BAR FOR EACH MAJORCATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE, PROPERLYSEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK.SHOW COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THEDATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK.A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILLASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OFCONTACT FOR ALL PERSONNEL INVOLVED IN THE PROJECT. THISPROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THEPROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR TO THECOMMENCEMENT OF ANY WORKC.PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULEAN "ON-SITE" MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE(THOUGH NOT LIMITED TO) THE OWNER, LOCAL TELEPHONE COMPANY,AND THE TOWER ERECTION FOREMAN (IF SUBCONTRACTED).D.CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANTCOMMUNICATIONS, SUCH AS MOBILE PHONE OR BEEPER. THISEQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER NOR WILL CELLULARSERVICE BE ARRANGED.E.PROVIDE DAILY UPDATES ON SITE PROGRESS. EITHER VERBAL ORWRITTEN.F.COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT ISREQUIRED PRIOR TO START OF CONSTRUCTION.G.THE OWNER SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OFCONCRETE POURS, TOWER ERECTIONS, AND SHELTER PLACEMENTS.1.7 INSURANCE AND BONDSA. CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND MAINTAIN FORTHE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED ANDSHALL NOT COMMENCE HIS WORK UNTIL HE HAS PRESENTED ACERTIFICATE(S) OF INSURANCE STATING ALL REQUIRED COVERAGE'S.THIS REQUIREMENT APPLIES TO ANY SUBCONTRACTORS USED BY THEGENERAL CONTRACTOR THAT HAVE BEEN APPROVED BY THE OWNER.PART 2 - PRODUCTSNOT USEDPART 3 - EXECUTIONSECTION 1400 - QUALITY REQUIREMENTSPART 1 - GENERAL1.1 CODESA. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWINGALL LAWS, REGULATIONS, AND RULES PROMULGATED BY FEDERALSTATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE.THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THELAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESESPECIFICATIONS.1.1 PHOTOSA. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATIONINSTALLATION, GROUNDING, AND TRENCHING AFTER PLACEMENT OFUTILITIES PRIOR TO BACKFILL.1.2 LICENSINGA. HAVE AND MAINTAIN A VALID CONTRACTOR'S LICENSE FOR THELOCATION IN WHICH THE WORK IS TO BE PERFORMED. FORJURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMANOR SUBCONTRACTOR'S PERFORMING THOSE TRADES SHALL BELICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAYLICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORSREGARDING THESE LAWS.1.3 BUILDING PERMITSA. OWNER WILL SUBMIT CONSTRUCTION DOCUMENTS TO THEJURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW.CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'SCOMPENSATION INFORMATION TO THE JURISDICTION AS REQUIREDTO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATEAND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIREDPERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC PROJECTRELATED REQUESTS AND SUGGESTIONS MADE BY BUILDINGINSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCHWORK THAT MAY MAY BE BEYOND THE SCOPE OF THE CONTRACT ORDEVIATE FROM THE CONSTRUCTION DOCUMENTS. OWNER WILLREIMBURSE THE CONTRACTOR FOR FEES, FOR PLAN REVIEW,BUILDING PERMIT, CONNECTIONS, AND INSPECTION.1.4 ZONING REGULATIONS AND CONDITIONAL USE PERMITSA. OWNER WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONALUSE PERMITS. SOME USE PERMITS MAY HAVE SPECIFICREQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION, SUCHAS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS,ETC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOROF THESE REQUIREMENTS AT THE PRE-BID MEETING OR AS SHOWN INCONSTRUCTION DOCUMENTS.PART 2 - PRODUCTSNOT USEDPART 3 - EXECUTIONNOT USEDSECTION 1700 - EXECUTION REQUIREMENTSPART 1 - GENERAL1.1 CLEANINGA. KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISHCAUSED BY EMPLOYEES. AT THE COMPLETION OF THE WORK,REMOVE ALL WASTE AND NON-CONSTRUCTION MATERIAL, INCLUDINGALL CONTRACTOR TOOLS, SCAFFOLDING, AND SURPLUS MATERIALAND LEAVE SITE CLEAN AND READY FOR USE.1.2 OSHAA. FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THEOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS, AND STATELAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTHACT. THESE REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO,REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY,EXCAVATIONS AND TRENCHING, AND WORK IN CONFINED SPACES.ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARDHATS AT ALL TIMES DURING CONSTRUCTION.1.3 FAA PERMIT AND TOWER LIGHTINGA. REFER TO CONSTRUCTION MANAGER FOR FAA AND STATE LIGHTINGREQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY FAAAPPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL.1.4 TOWER SECURITYA. TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THETOWER AREA TO REMAIN OPEN OR UNATTENDED AT ANY TIME FORANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT INUSE.1.5 SITE CONTROLA. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENTOF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGETO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTEDBY THE CONTRACTOR AT NO EXPENSE TO OWNER.B.THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALLTIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TOSTRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATEMAINTENANCE OF DRAINAGE PROVISIONS WILL BE THERESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATEDWITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'SEXPENSE.C COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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SHEET TITLE:10 1/2 WARNINGPROJECT:CHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:9.1SHEET No.SPECIFICATIONS ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCC.ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-SITEOR AS DIRECTED BY THE CONSTRUCTION MANAGER AND INACCORDANCE WITH JURISDICTIONAL AUTHORITIES.PART 2 - PRODUCTSNOT USEDPART 3 - EXECUTIONNOT USEDSECTION 2300 - EARTHWORKPART 1 - GENERAL1.1 SECTION INCLUDES:A. EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FORSTRUCTURES, SITE IMPROVEMENTS, AND UTILITIES.DIVISION 2 - SITE CONSTRUCTIONB.MATERIALS FOR SUBBASE, DRAINAGE FILL, FILL, BACKFILL, ANDGRAVEL FOR SLABS, PAVEMENTS, AND IMPROVEMENTS.C.ROCK EXCAVATION WITHOUT BLASTING.D.SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED.E.REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS ASREQUIRED.1.2 RELATED SECTIONSA. 2324 TRENCHINGB.2370 EROSION AND SEDIMENTATION CONTROL1.3 QUALITY ASSURANCE A. COMPACTION: UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS,AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT AMAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHINPLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT.B.GRADING TOLERANCES OUTSIDE BUILDING LINES:1.LAWNS, UNPAVED AREAS, AND WALKS, PLUS OR MINUS 1 INCH.2.UNDER PAVEMENTS, PLUS OR MINUS 1/2 INCH.C.GRADING TOLERANCE FOR FILL UNDER ALL CONCRETEAPPLICATIONS: PLUS OR MINUS 1/2 INCH MEASURED WITH 10 FOOTSTRAIGHTEDGE.PART 2 - PRODUCTSA. SUBBASE MATERIAL: GRADED MIXTURE OF NATURAL OR CRUSHEDGRAVEL, CRUSHED STONE OR SLAG, AND NATURAL SAND.B.WASHED MATERIAL: EVENLY GRADED MIXTURE OF CRUSHED STONEOR GRAVEL, WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE.2.1MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR ASNOTED IN CONSTRUCTION DOCUMENTS.)C.GRADING MATERIAL: SATISFACTORY NATIVE OR IMPORTED SOILMATERIALS FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2 INCHESIN ANY DIMENSION. DEBRIS, WASTE, FROZEN MATERIALS, ANDOTHER UNUSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE.IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT OF NO MORETHAN 5 PERCENT.D.BACKFILL MATERIALS: SATISFACTORY NON-COHESIVE NATIVE ORIMPORTED SOILS FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 4INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS,AND OTHER UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALLHAVE A CLAY CONTENT OF NO MORE THAN 5 PERCENT.PART 3 - EXECUTIONA. USING ON-SITE EXCAVATION MATERIALS, SHAPE, TRIM, FINISH, ANDCOMPACT SURFACE AREAS TO CONFORM TO THE LINES, GRADES,AND CROSS SECTIONS SHOWN ON THE DRAWINGS OR ASDESIGNATED BY THE CONSTRUCTION MANAGER.3.1 GRADING AND SUBGRADE PREPARATIONB.GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OREROSION.C.ELIMINATE WHEEL RUTS BY REGRADING.D.COMPACT THE TOP 12 INCHES OF SUBGRADE IN AREAS UNDERLYINGNEW GRAVEL, PAVING, FLOOR SLABS, AND STRUCTURES TO 95PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTMD-1557, WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURECONTENT.E.CONSTRUCT FINISHED SURFACE OF GRADED AREAS WITHIN ONEINCH FROM SPECIFIED GRADE.F.DO NOT STOCKPILE MATERIALS ON TOP OF SUBGRADE UNLESSAUTHORIZED BY CONSTRUCTION MANAGER.B.TEMPORARILY STOCKPILE ON-SITE EXCAVATION AT AN APPROVEDLOCATION WITHIN THE WORK AREA UNTIL SITE GRADING ISCOMPLETE. STOCKPILE SHALL NOT EXCEED 15 FEET IN HEIGHT.3.2 EXCAVATION AND FILLA. EXCAVATE TO DEPTH, LINES, AND GRADES SHOWN ON THE PLANS ORAS OTHERWISE SPECIFIED.C.LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF-SITE.3.3 EMBANKMENT AND BACKFILLA. CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THEDRAWINGS.B.CONSTRUCT EMBANKMENT FROM ON-SITE EXCAVATION MATERIALSWHEN SUITABLE. USE IMPORTED BACKFILL ONLY AFTER AVAILABLEON-SITE EXCAVATION MATERIALS HAVE BEEN USED.C.CONSTRUCT IN LIFTS OF NOT MORE THAN 9 INCHES IN LOOSE DEPTH.THE FULL WIDTH OF THE CROSS SECTION SHALL BE BROUGHT UPUNIFORMLY.D.MATERIAL SHALL BE PLACED IN LAYERS AND SHALL BE NEAROPTIMUM MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THEPRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIALAND MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENTTHROUGHOUT THE LAYER MAY BE REQUIRED. SUCH OPERATIONSSHALL BE INCLUDED IN THE APPROPRIATE BID ITEM. SHOULD THEMATERIAL BE TOO WET TO PERMIT PROPER COMPACTION, IT IS THECONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH ANACCEPTABLE MOISTURE CONTENT.E.DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT, AND DO NOTPLACE EMBANKMENT MATERIAL UPON FROZEN MATERIAL.F.CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OFEMBANKMENTS AND THE REPLACEMENT OF ANY PORTION WHICH HASBECOME DISPLACED DUE TO THE CONTRACTOR'S OPERATIONS.G.START LAYERS IN THE DEEPEST PORTION OF THE FILL, AND ASPLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELYPARALLEL TO THE FINISHED GRADE LINE.H.ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULLWIDTH OF EMBANKMENT TO ENSURE UNIFORMITY OF MATERIALPLACEMENT.I.COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOORSLABS, AND STRUCTURES TO 95 PERCENT MAXIMUM DRY DENSITY,AS DETERMINED BY ASTM D-1557, WITHIN PLUS OR MINUS 3 PERCENTOF OPTIMUM MOISTURE CONTENT. COMPACT NON-STRUCTURALAREA EMBANKMENTS TO A MINIMUM OF 90 OF MAXIMUM DRY DENSITY.SECTION 2324 - TRENCHINGPART 1 - GENERAL1.1 PIPE DETECTION AND IDENTIFICATION: A. ALL ELECTRIC SERVICE TRENCHES SHALL BE MARKED WITH WARNINGTAPE.CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICEBEFORE ANY EXCAVATION OR TRENCHING.1.2 TRENCH PROTECTIONA. PROVIDE MATERIALS, LABOR, AND EQUIPMENT NECESSARY TOPROTECT TRENCHES AT ALL TIMES.B.SHEETING AND BRACING: MEET OR EXCEED OSHA REQUIREMENTS.PART 2 - PRODUCTS2.1 MATERIALS:A. FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE, FROMMATERIALS EXCAVATED FROM TRENCHES ON SITE. STRUCTURALFILL, SAND, OR SLURRY SHALL BE APPROVED BY THE CONSTRUCTIONMANAGER AND SHALL CONFORM TO LOCAL GOVERNINGJURISDICTIONS AND UTILITY COMPANY REQUIREMENTS. THE FILLMATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS, NORSHALL CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALSDESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THEENVIRONMENTAL PROTECTION AGENCY (EPA). THE FILL MATERIALSHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THEMATERIAL.PART 3 - EXECUTION3.1 TRENCH EXCAVATIONA. DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR ASDIRECTED BY CONSTRUCTION MANAGER.B.TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FORSATISFACTORY CONSTRUCTION AND INSPECTION OF THE PROJECT,WITHOUT ENDANGERING OTHER CONSTRUCTION WORK ORADJACENT FACILITIES.C.DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIALPROPERLY, AS DIRECTED BY CONSTRUCTION MANAGER.D.USE HAND METHODS FOR EXCAVATION THAT CANNOT BEACCOMPLISHED WITHOUT ENDANGERING EXISTING OR NEWSTRUCTURES OR OTHER FACILITIES.3.2 BACKFILLINGA. NOTIFY THE CONSTRUCTION MANAGER AT LEAST 24 HOURS INADVANCE OF BACKFILLING.B.BACKFILL OR BORROW SOIL SHALL BE PLACED IN 12 INCH LOOSELIFTS WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR 6 INCHLOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS.C.PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROMIMPACT, OR UNBALANCED LOADING TO AVOID DISPLACEMENT OFCONDUIT AND/OR STRUCTURES. DO NOT FREE FALL BACKFILL INTOTRENCH UNTIL AT LEAST 12 INCHES OF COVER IS OVER THE CONDUIT.3.3 COMPACTIONA. COMPACT BACKFILL TO A 95 PERCENT OF MAXIMUM DRY DENSITY, ASDETERMINED BY ASTM D-1557, WITHIN PLUS OR MINUS 3 PERCENT OFOPTIMUM MOISTURE CONTENT.B.IF REQUIRED COMPACTION DENSITY HAS NOT BEEN OBTAINED, REMOVETHE BACKFILL FROM THE TRENCH OR STRUCTURE, REPLACE WITHAPPROVED BACKFILL, AND RECOMPACT AS SPECIFIED.C.ANY SUBSEQUENT SETTLEMENT OF TRENCH OR STRUCTUREBACKFILL DURING MAINTENANCE PERIOD SHALL BE CONSIDERED THERESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLYCORRECTED.SECTION 2370 - EROSION AND SEDIMENTATION CONTROLPART 1 - GENERALPART 2 - PRODUCTS2.1 GEOTEXTILE FABRIC: 1.1SECTION INCLUDES APPLICATION OF GEOTEXTILE FABRIC IN THELOCATIONS AND LIMITS AS SHOWN ON THE SITE DRAWINGS.A. MANUFACTURER AND TYPE AS NOTED ON DRAWINGS.PART 3 - EXECUTION3.1 GEOTEXTILE FABRIC: A. LAY GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE AS PERDRAWINGS IN THE COMPOUND AREA AND UNDER LENGTH OF ROAD(WHEN REQUIRED). LAP ALL JOINTS TO A MINIMUM OF 36 INCHES.SECTION 2730 - GRAVEL SURFACINGPART 1 - GENERAL1.1SECTION INCLUDES: APPLICATION OF GRAVEL SURFACE COURSE INCOMPOUND AREA AND ACCESS ROADS AS SHOWN IN THE DRAWINGS.PART 2 - PRODUCTS2.1 GRAVEL MATERIAL:A. CONFORMING TO GRADIATION SCHEDULE ON DRAWINGS.PART 3 - EXECUTION3.1 PREPARATIONA. VERIFY SUBSTRATE IS DRY AND THAT GRADIENTS AND ELEVATIONSARE CORRECT.B.CORRECT IRREGULARITIES IN SUBSTRATE BY SCARIFYING,RESHAPING, AND RECOMPACTING.C.DO NOT PLACE AGGREGATE ON SOFT, MUDDY, OR FROZENSURFACES3.2 GRAVEL PLACEMENTA. CONSTRUCT GRAVEL SURFACED AREAS USING CRUSHEDAGGREGATE BASE AND FINISH COURSES AS SPECIFIED BYCONSTRUCTION MANAGER OR AS SHOWN IN DRAWINGS.B.SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE.SECTION 3100 - CONCRETE FORMS AND ACCESSORIESPART 1 - GENERAL1.1DIVISION 3 - CONCRETESECTION INCLUDES: FORMWORK FOR CAST-IN-PLACE CONCRETE,WITH SHORING, BRACING, AND ANCHORAGE, OPENINGS FOR OTHERWORK, FORM ACCESSORIES, AND FORM STRIPPING.2.1FORMS: SMOOTH AND FREE OF SURFACE IRREGULARITIES.PLYWOOD FORMS SHALL CONFORM TO APA TYPE B-B STRUCTURAL 1EXTERIOR GRADE.1.2DESIGN AND CONSTRUCT FORMWORK, SHORING, AND BRACING TOCONFORM TO CODE REQUIREMENTS; RESULTING CONCRETE SHALLCONFORM TO DESIRED SHAPE, LINE, AND DIMENSIONS.PART 2 - PRODUCTS2.2FORM RELEASE AGENTS: COLORLESS MINERAL OIL WHICH WILL NOTSTAIN CONCRETE, ABSORB MOISTURE, OR IMPAIR NATURAL BONDINGOR COLOR CHARACTERISTICS OF COATING INTENDED FOR USE ONCONCRETE.3.1EARTH FORMS: HAND TRIM SIDES AND BOTTOM OF EARTH FORMS.REMOVE LOOSE SOIL PRIOR TO PLACING CONCRETE.PART 3 - EXECUTION3.2OPENINGS: PROVIDE FORMED OPENINGS WHERE SHOWN ONDRAWINGS AND AS REQUIRED FOR UTILITIES AND OTHER TRADES.3.3FORM REMOVAL: UPON COMPLETION, REMOVE ALL FORMS,INCLUDING THOSE CONCEALED OR BURIED.SECTION 3200 - CONCRETE REINFORCEMENTPART 1 - GENERAL1.1SECTION INCLUDES: REINFORCING STEEL BARS, WELDED WIREFABRIC, AND ACCESSORIES FOR CAST-IN-PLACE CONCRETECONSTRUCTION MANAGER.1.2QUALITY ASSURANCE: UNLESS OTHERWISE NOTED, ALL DETAILING,FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORMTO THE MANUAL OF STANDARD PRACTICE FOR DETAILINGREINFORCED CONCRETE STRUCTURES (ACI 315).2.1REFER TO STRUCTURAL DRAWINGS FOR ALL MATERIALREQUIREMENTS.PART 2 - PRODUCTS3.1HEATING AND WELDING OF BARS IS PROHIBITED WITH THEEXCEPTION OF WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER.PART 3 - EXECUTION3.2ALL REINFORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE.3.3 CONCRETE COVERA. UNLESS OTHERWISE NOTED, ALL REINFORCEMENT SHALL HAVE AMINIMUM CONCRETE COVERAGE OF 3 INCHES. THIS MAY REQUIRESPACERS AND CHAIRS AS REQUIRED BY TESTING AGENCY ORCONSTRUCTION MANAGER.SECTION 3300 - CAST-IN-PLACE CONCRETEPART 1 - GENERAL1.1SECTION INCLUDES: STRUCTURAL CONCRETE (FOOTINGS,FOUNDATIONS, ETC.), SLABS ON GRADE, CONTROL, EXPANSION, ORCONTRACTION JOINTS, CONCRETE FINISHING.1.2REFERENCES: ASTM C94 - SPECIFICATION FOR READY MIXED CONCRETEPART 2 - PRODUCTS2.1READY MIXED CONCRETE: ALL CONCRETE SHALL COMPLY WITHASTM C94 UNLESS NOTED OTHERWISE.2.2MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS: 4000 PSI FORTOWER FOUNDATION, AND 3000 PSI FOR ALL OTHER CONCRETEUNLESS SPECIFIED IN DRAWINGS2.3AIR ENTRAINMENT: PROVIDE 5% ± 1.0% AIR ENTRAINMENT FOR ALLCONCRETESECTION 3 - EXECUTION3.1CONCRETE TESTING: ALL FOUNDATION CONCRETE SHALL BE TESTEDBY AN INDEPENDENT TESTING AGENCY APPROVED BY THECONSTRUCTION MANAGER. ALL STRUCTURAL TOWER FOUNDATIONCONCRETE MUST BE TESTED. EQUIPMENT OR BUILDING PADS ARENOT REQUIRED TO BE TESTED, UNLESS OTHERWISE NOTED BYCONSTRUCTION MANAGER. PROVIDE A MINIMUM OF 5 CYLINDERS(2-7-DAY, 2-28-DAY, 1-SPARE) FOR EACH DAYS POUR, OR FOR EVERY50 YARDS PLACED - WHICHEVER IS GREATER. ADDITIONAL TESTS ORCYLINDERS MAY BE REQUIRED BY CONSTRUCTION MANAGER. ASLUMP, AIR, AND TEMPERATURE TEST SHALL BE PERFORMED FOREACH SET OF CYLINDERS CAST. PREFERABLY, TESTS SHALL BEPERFORMED AT THE LOCATION OF ANCHOR BOLTS (PIERS - FOR MAT& PIERS, CAISSONS - TOP 1/3 OF CAISSON). TESTS SHALL ALSO BEREQUIRED FOR CONCRETE CONSIDERED BEING LESS THANDESIREABLE. THE TESTING AGENCY HAS THE AUTHORITY TO NOTACCEPT CONCRETE NOT MEETING THESE SPECIFICATIONS. THECONTRACTOR IS RESPONSIBLE FOR ANY CONCRETE NOT MEETINGTHESE STANDARDS. THE CONTRACTOR IS RESPONSIBLE ORCOORDINATION OF THE TESTING AGENCY A MINIMUM OF 24 HOURS INADVANCE OF EACH FOUNDATION POUR.3.2CONCRETE PLACEMENT: VIBRATE ALL CONCRETE USING SUFFICIENTHIGH FREQUENCY, LOW AMPLITUDE MECHANICAL IMMERSION TYPEVIBRATORS. INSERT VIBRATORS IN CONCRETE AT REGULARINTERVALS AND OVER ENTIRE SURFACE TO SOLIDLY FILL CONCRETEAROUND AND BETWEEN REINFORCEMENT BARS AND INTO CORNERSAND IRREGULARITIES. VIBRATE EACH LIFT THOROUGHLY.DISCONTINUE VIBRATION WHEN RISING ENTRAPPED AIR BUBBLESSTOP BREAKING THE LEVELING SURFACE. DO NOT OVERVIBRATE ASTHIS MAY CAUSE SEGREGATION.3.3 CONCRETE FINISHINGA. THESE PROVISIONS APPLY TO ALL EXPOSED AND ALL FORMEDCONCRETE, EXTERIOR OR INTERIOR, UNLESS SPECIFICALLYDETAILED OTHERWISE. PERFORM PROCEDURES PRIOR TOAPPLICATION OF ANY CURING COMPOUNDS.B.ALL SURFACES: THOROUGHLY CLEAN OF ALL STAINS, SPATTER ANDLOOSE MATERIALC.FINS, RIDGES, HIGH SPOTS: HONE SMOOTH WITH ABRASIVE POWERGRINDERS WHILE CONCRETE IS GREEN, IMMEDIATELY AFTER FORMREMOVAL.D.FORM TIE HOLES AND DEEP DEPRESSIONS: FLUSH THOROUGHLYWITH CLEAN WATER AND TAMP TO OVERFULL WITH DRYPACK. CURE10 DAYS AND HONE FLUSH AND SMOOTH.E.ROCK POCKETS, HONEYCOMB, SAND STREAKS, DEBRIS AND VOIDS:CUT OUT AT LEAST 1 INCH DEEP WITH SIDES PERPENDICULAR TOSURFACE. FLUSH OUT WITH CLEAN WATER, COAT SURFACE WITHNEAT CEMENT PASTE AND TAMP TO OVERFULL WITH DRYPACK IN ATLEAST TWO LAYERS. CURE FOR 10 DAYS AND HONE FLUSHED ANDSMOOTH.F.CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALLELECTRICAL OPENINGS IN EQUIPMENT/BUILDING PADS WITH THEELECTRICAL DRAWINGS AND SHOP DRAWINGS. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OPENINGS ANDSLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES.CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES ANDVENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOTSHOWN ON STRUCTURAL DRAWINGS. PRIOR TO POURING CONCRETETHE INDEPENDENT TESTING AGENCY SHALL INSPECT ALLFOUNDATION STEEL AND FOUNDATION SUBGRADE.C COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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GENERAL CONSTRUCTION NOTES:ELECTRICAL LEGENDSERVICE ROUTING NOTES:DETAIL REFERENCE KEYGROUNDING NOTES:ABBREVIATIONS.SHEET TITLE:10 1/2 WARNINGCHECKED BY:DRAWN BY:DESIGNED BY:IF THIS BAR DOES NOT MEASURE1" THEN DRAWING HAS BEENREDUCED AND IS NOT TO SCALESCALE:PLOT SCALE:FILE NAME:HE JOB NO.:9.2SHEET No.GENERAL NOTES ENGINEERING EXCELLENCEHEBenton, Arkansas 72018(501) 939-2303 P.O. BOX 505HeritageEngineeringFAX (501) 939-2016PLLCPROJECT:C COPYRIGHT HERITAGE ENGINEERING PLLC 2024NEW 150' MONOPOLE TOWER
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