HomeMy WebLinkAboutZ-3685-B Map1.
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SITE NAME
Lavrhon's Towing
& HauUling
MOREHART PARK - ARKANSAS 5a`a•�Qa `oc5�
Na,n
VICINITY MAP
SHEETINDEX
SHEET
TITLE
1.0
OF AvT�
2.0
BOUNDARY SURVEY (BY OTHERS)
i
COMPOUND PLAN
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4 HEpfiAGE
ENGINEERING 7
3.2
Lewhon's Used
� Auto Sales
N0.1133
J
WAVE GUIDE BRIDGE, GPS ELEVATION,
4091 VISCOUNT AVE.
SECTION, PLAN & DETAILS
4.0
EQUIPMENT SHELTER ELEVATIONS
5.0
SHELTER FOUNDATION PLAN & DETAILS
r
UTILITY ROUTING PLAN
6.1
BREAKER BOX ELECTRIC SCHEMATIC
6.2
ELECTRIC SCHEMATIC & POWER RISER
Three Sam's
BLOCK DIAGRAM
{�1
Barbeque JoInE
7.0
COMPOUND GROUNDING PLAN & NOTES
7.1
GROUNDING DETAILS, SHEET 1 OF 2
V-
GROUNDING DETAILS, SHEET 2 OF 2
8.0
GENERAL NOTES & SPECIFICATIONS
�1D
SPECIFICATIONS
T41n1:1-11
156S
Mabelvale Aulo Repair ■
SITE NAME
Lavrhon's Towing
& HauUling
MOREHART PARK - ARKANSAS 5a`a•�Qa `oc5�
Na,n
VICINITY MAP
I DRIVE TO DIRECTIONS
FROM 1-30 AT BENTON, AR. TAKE EXIT 114 FOR US -67 SOUTH TOWARD
ARKANSAS HEALTH CENTER. FROM US -67 TURN LEFT ONTO AR -229 SOUTH
TRAVEL APPROX. 5.8 MILES, TURN LEFT ONTO HAZEL STREET, TRAVEL
APPROX. 0.1 MILE TO 118 WALNUT STREET.
PROJECT DATA
SHEETINDEX
SHEET
TITLE
1.0
COVER SHEET
2.0
BOUNDARY SURVEY (BY OTHERS)
3.0
COMPOUND PLAN
3.1
TOWER ELEVATION & ANTENNA DETAIL
3.2
COMPOUND DETAILS & EROSION CONTROL NOTES
3.3
WAVE GUIDE BRIDGE, GPS ELEVATION,
4091 VISCOUNT AVE.
SECTION, PLAN & DETAILS
4.0
EQUIPMENT SHELTER ELEVATIONS
5.0
SHELTER FOUNDATION PLAN & DETAILS
6.0
UTILITY ROUTING PLAN
6.1
BREAKER BOX ELECTRIC SCHEMATIC
6.2
ELECTRIC SCHEMATIC & POWER RISER
ENTERGY
BLOCK DIAGRAM
6.3
UTILITY DISTRIBUTION RACK ELEVATIONS & DETAILS
7.0
COMPOUND GROUNDING PLAN & NOTES
7.1
GROUNDING DETAILS, SHEET 1 OF 2
7.2
GROUNDING DETAILS, SHEET 2 OF 2
8.0
GENERAL NOTES & SPECIFICATIONS
8.1
SPECIFICATIONS
8.2
ELECTRICAL GENERAL NOTES
I DRIVE TO DIRECTIONS
FROM 1-30 AT BENTON, AR. TAKE EXIT 114 FOR US -67 SOUTH TOWARD
ARKANSAS HEALTH CENTER. FROM US -67 TURN LEFT ONTO AR -229 SOUTH
TRAVEL APPROX. 5.8 MILES, TURN LEFT ONTO HAZEL STREET, TRAVEL
APPROX. 0.1 MILE TO 118 WALNUT STREET.
PROJECT DATA
SITE NAME:
MOREHART PARK
STATE: _
ARKANSAS
COUNTY: _
PULASKI
911 ADDRESS:
MANN ROAD
TYPICAL
MABELVALE, AR. 72103
TOWER/SITE OWNER:
TOWER ASSETS NEWCO IX, LLC
CONTACT PERSON:
CRAIG ROYAL
ADDRESS:
4091 VISCOUNT AVE.
MEMPHIS, TN. 38118
PHONE NO:
901-794-9494
PROJECT:
COLLOCATION
VZW PROJECT NO:
N/A
VZW CELL NO:
N/A
ELECTRIC UTILITY
ENTERGY
PHONE NO:
677-387-2499
CONTACT PERSON:
N/A
TELEPHONE COMPANY:
AT&T
PHONE NO: .
888-944-0447
CONTACT PERSON: _
N/A
TOWER DATA
TOWER TYPE: _ EXISTING MONOPOLE
TOWER HEIGHT: 150'
PROPOSED ANTENNA CENTERLINE: _ 145'
LATITUDE: N34°39'14.55" (NAD 83)
LONGITUDE: W92°23'25.45" (NAD 83)
GROUND ELEVATION: 305.7' (NAVD 88)
EQUIPMENT PAD DATA
PADS:
31-01,x9'-0" & 4'-0"x9'-0"
MANUFACTURER:
N/A
ADDRESS:
NIA
PHONE NUMBER: _
N/A
GROUNDING:
TYPICAL
PROJECT DIRECTORY
VERIZON'S PROJECT MANAGER:
ADDRESS:
PHONE NUMBER:
VERRON'S REAL ESTATE MANAGER:
ADDRESS:
PHONE NUMBER:
ENGINEER:
CONTACT PERSON:
ADDRESS:
PHONE NO:
— JAMES O'BRIEN
12223 STATE FARM BLVD
TULSA, OK. 74146
(918)340-9727
jobrlen@verizonwireless.com
_ DOHA ALAMI
_- ONE ALLIED DRIVE
LITTLE ROCK, AR. 72202
(501)905.2672
HERITAGE ENGINEERING
�- ERIC WARFORD
P.O. BOX 505
BENTON, ARKANSAS 72018
(501) 939 - 2303
Qi
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Site Data 7nformatioong: No site visit was
performed by Heritage Engineering. All existing
data shown was taken from information
received from TOWER ASSETTS on 12-31-14.
11
ENGINEERNG—ELLENCE
Heritage
Engineering
P.O. BOX 505
Benlun, Arkansas 72016
(501)93&2303
FAX(501)939-2016
vavw.HerltageEnglneering.net
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FILENAME:
PLDTBCALE: 1:1
15511E DATE I: 03 OCT 17
0 1/2 1
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DESIGNED BY: FIW
DRAWN BY: HERITAGE
CHECKED BY: JJf
SHEET No.
1.0
CERTIFICATION
I. JARED PAVATT, A REGISTERED LAND SURVEYOR LICENSED IN THE
STATE OF ARKANSAS, HEREBY CERTIFY THATTHIS SURVEY (1) WAS
MADE ON THE GROUND ON MAY 12, 2015 FOR TOWER ASSETS NEWCO
IX, LLC, BURCH, PORTER, d JOHNSON, PLLC, FIDELITY NATIONALTITLE
INSURANCE COMPANY AND R S D HOLDING LIMITED PARTNERSHIP (11)
CORRECTLY SHOWS THE SUBJECT PROPERTY AND THE LOCATION OF
EASEMENTS, RIGHTS OF WAY AND SETBACK LINES THEREON THAT
ARE VISIBLE OR REFLECTED ON THE TITLE CERTIFICATE REFERENCED
HEREON (111) REFLECTS THE CONDITIONS FOUND AT Thr TIME OF THE
SURVEY. (N) EXCEPT AS SHOWN HEREON, REFLECTS NO
ENCROACHWENTS OR OVERLAPPING OFIMPRGVEMEN IS. ANO (V)
CONFORMS TO THE MINIMUM STANDARDS OF THE ARKANSAS STATE
BOARD OF REGISTRATION OF LAND SURVEYORS.
AS PER FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT
FOR TITLE INSURANCE, COMMITMENT NO. 15-05-041, ISSUEDMAYI3,
015, THE FOLLOWING ITEMS ARE OF SURVEY MATTERS:
1. NOTAPPLICABLE
2 N OT A"LMA11 LE(TAX5S)
3. NOTAPPLICABLE
4. NOTAPPLICA13LE
5. NOTAPPLICABLE
S. SEESURVEY
7. NOTAPPLICABLE
B. NOTAPPLICABLE
9. NOTAPPLICABLE
10.NOT APPLICABLE
11.EASEMENT DOES AFFECT THE LESSEES ACCESS 8 UTILITY
RIGHT-OF-WAY AS SHOWN.
12.R DOES APPEAR THE EASEMENT DOES AFFECT THE LESSEE'S LAND
SPACE AND UTILITY RIGHT-OF-WAY HOWEVER, DESCRIPTIONS ARE
VAGUE AND CAN'T BE PLOTTED ACCURATELY.
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T 14E11$5Y GRIT FY T7iAT THIS P1,AT REPRESENTS A SURVE7' BY AU:
ON THIS DATE AND 15 TRUEAND CORRECITO THE BEST OF t• R'
kLNOWLCDGD AND ABILITY. PROP DRTY CORNEAS ARL• LOCITM'
WITH EX1C11NG MONUAIENTS IN THE ARILL
PARENT PARCEL
PART OF THE NJPNW114 OF SECTION 10. TOWN 51 fl? I SOUTH. PANGE 13 WEST,
Put -A m COUmm ARKANSAS AND INCLUDES ALL OF BLOCKS 25 AND 26, PARTS
OF B LOGS 14, 40 AND 43, AND SOME PORTION OF STREET 111 GUT OF WAYS
xEcoRDED IN PLAT BOGY, I. PAGE 137, AS Tilt TOWN OF MABELVALE, ARKANSAS,
D EING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
SEG INNING AT THE SOUTHEAST CO RNER OF THE N 3G' N W I14. SAID SECTION 10;
THENCE SOUTH 97 DEGREPS 54 AM;UT'mS 50S£CONDS Ll`ESTALONO THE SOUTH
LINE OF SAID N 112 NWIr4,16754 51 yEmT TO TITS SOUTI I RIGI tr OF WAY LIN E O F
TIO? MISSOURI PAC(RC RA;LROAD; In rENCE NORTH S4 DEGREES 66 A1BVU'TES 52
SECONDS FAST ALONG SAID SOUTH RIGHT OF WAY LINE L76:.7A FEET TO A POLYC
ON THE NUXTHMY EXTENSION OF TI IC EAST RIGIITOF WAY UTNE OF VINE
STRBCT; THENCE SO LITH 35 DEGREES 51 \UNUITES 13 SECONDS EAST ALONG SAF)
NORTHERLY PXTEr'SION AND ALONG SAID EAST RIGIIT OF WAY LUNE OF VINE
STREET. 42651 FEET TO A POINT ON THE EAST 1.114E OF SAIDNWH•I;THE14CE
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CERTIFICATION:
T 14E11$5Y GRIT FY T7iAT THIS P1,AT REPRESENTS A SURVE7' BY AU:
ON THIS DATE AND 15 TRUEAND CORRECITO THE BEST OF t• R'
kLNOWLCDGD AND ABILITY. PROP DRTY CORNEAS ARL• LOCITM'
WITH EX1C11NG MONUAIENTS IN THE ARILL
PARENT PARCEL
PART OF THE NJPNW114 OF SECTION 10. TOWN 51 fl? I SOUTH. PANGE 13 WEST,
Put -A m COUmm ARKANSAS AND INCLUDES ALL OF BLOCKS 25 AND 26, PARTS
OF B LOGS 14, 40 AND 43, AND SOME PORTION OF STREET 111 GUT OF WAYS
xEcoRDED IN PLAT BOGY, I. PAGE 137, AS Tilt TOWN OF MABELVALE, ARKANSAS,
D EING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
SEG INNING AT THE SOUTHEAST CO RNER OF THE N 3G' N W I14. SAID SECTION 10;
THENCE SOUTH 97 DEGREPS 54 AM;UT'mS 50S£CONDS Ll`ESTALONO THE SOUTH
LINE OF SAID N 112 NWIr4,16754 51 yEmT TO TITS SOUTI I RIGI tr OF WAY LIN E O F
TIO? MISSOURI PAC(RC RA;LROAD; In rENCE NORTH S4 DEGREES 66 A1BVU'TES 52
SECONDS FAST ALONG SAID SOUTH RIGHT OF WAY LINE L76:.7A FEET TO A POLYC
ON THE NUXTHMY EXTENSION OF TI IC EAST RIGIITOF WAY UTNE OF VINE
STRBCT; THENCE SO LITH 35 DEGREES 51 \UNUITES 13 SECONDS EAST ALONG SAF)
NORTHERLY PXTEr'SION AND ALONG SAID EAST RIGIIT OF WAY LUNE OF VINE
STREET. 42651 FEET TO A POINT ON THE EAST 1.114E OF SAIDNWH•I;THE14CE
SOUTH 00 DFOR£ES 12 MINUTES 16 SECONDS NEST ALONG SAID EASTLJNE 0"' N
FEET TO THE POINT OF BEGINNING.
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STREET; THENCE S33'21'45'E 30A0 FEET TO THE POINT OF BEGINNINGS.
2.0
0 COPYRIGHT HERITAGE ENGINEERING 2015
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GENERAL NOTES:
i. TRACTIS SUBJEGTTO RZ-STSICTiYc C13VERD,NM, SUBDIVISION.
-PLANNINGANOZONING REGULATIONS OF REL ORD, IF ANY, AND 1S
SUBJECT70 Sl1CH FACTS AS AN ACCURATE AND CLI RRENTTfTLE
SEARCH MAY DISCLOSE
2. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS OR
OVERHEAD CONTAINERS OR FACILITIES WHICH MAY AFFECTTHE USE
OR DEVELOPMENT OF THE TRACT, ENVIRONMENTAL AND
SUBSURFACE CONDITIONS WERE NOT EXAMINED AS PARTOF THIS
SURVEY.
3, THIS PROPERTY IS SUBJECTTO ALL ROADWAYS, EASEMENTS ANDIOR
RESERVATIONS THAT ARE OF RECORD OR ARE PHYSICALLY IN PLACE.
4. BEARINGS ARE REFERENCED TO ARKANSAS STATE PLANE GRID
NORTH(NADS4
5. THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND DESCRIBE A
LEASE PARCEL AND ASSOCIATED EASEMENTS. THIS IS N07 A
BOUNDARY SURVEY OF THE PARENT PARCEL
S. THE LESSEE'S EAN13 SPACE DOES NOT LIE IN ANY FLOOD HAZARD
ZONE
LEGEND
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STATE I'L&%T- GRID NOR711 D13l1VGD
Moll GPS 00.SERVATiONS.
SHEETNo.
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2.0
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CONTRACTOR INSTALLED NEW SGO
GAL PROPANE TANKeel
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IN GROUND FIBER OPTIC BOX,'
PROVIDED BY & INSTALLED BY
FIBER OPTIC PROVIDER -.1
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VERIZON 3'-O"xB'-0" A
xEQUIPMENT PADS WITH
OUTDOOR EQUIPMENT
FR = +9' AFG ><
\ � DUST. 150' MONOPOLE TOWER
CENTERLINE OF EXIST. TOWER
NEW WAVE GUIDE BRIDGE.
APFROX 6 LF.. SEE SHT.
3.3
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4'x9' EQUIPMENT PAD WITH
•r' yd PROPANE GENERATOR, SEE SHT. 5.0
12'x30' VZW
b, LEASE AREA (360.0 SO. FT..)
�11
Ow & COMPOUND PLAN
Of R{1��
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NOTES;
1• CONTRACTOR IS SOLELY RESPONSIBLE TO LOCATE ALL EXISTING
UNDERGROUND UTILITIES. NO EXISTING UTILITIES OR GROUNDING SNALL HE
DISTURBED WITHOUT THE WRITTEN APPROVAL OF VERIZGN'S
CONSTRUCTION MANAGER.
2. AFTER INSTALLATION OF ALL GROUNDING. UTILITY WORK, WAVE GUIDE
SUPPORTS AND FOUNDATIONS IS COMPLETE. THEN ALL 0)STI)RBED AREAS
SHALL BE COVERED WITH MIRAFI 5BOX FABRIC AND CRUSHED STONE
MATCHING THE EXISTING COMPOUND SURFACE. MINIMUM STONE
THICKNESS SHALL BE 4".
3. ALL MATERIAL USED FOR FILL WITHIN THE COMPOUND AREA SHALL BE
APPROVED BY THE OWNER'S MATERIALS LABORATORY. APPROVED MATERIAL
USED AS FILL SHALL BE PLACED IN HORIZONTAL LIFTS HAVING A YIAXIMUM
LOOSE LIFT THICKNESS OF NINE (9) INCHES. EACH UFT SHALL BE
COMPACTED TO MAXIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY
AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURES
(ASTM D T157j ADDITIONALLY, COMPACTION TESTS SFfALL BE TAKEN ON
EVERY OTHER LIFT.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EROSION CONTROL
MEASURES. REFER TO SHEET 3.2
Site Data Information: No site visit was
performed by Heritage Engineering. All
existing data shown was taken from
information received from TOWER
ASSETTS on 12 -31 -14 -
EXISTING GUYED TOWER
CENTER LATILONG T63
LAT: 35' 31' 3&.23LONG: 94.15'47.89
EXIST. GROUND ELEVATION [NAVDN)
E-LEVATION: 565.21 FEET (AM9L)
CONTRACTOR SHALL BRING COMPOUND
BACK TO ORIGINAL CONDITION OR
BETTER AFTER CONSTRUCTION IS
I COMPLETED.
1
CALL BEFORE YOU
DIG -DRILL -BLAST
1-800482$998 (TOLL FREE)
ARKANSAS ONE CALL SYSTEM, INC.
THEIFNLITIES AS SHOWN ON THIS DRAWING
WERE DEVELOPED FROM THE INFORMATION
AVAILABLE -THIS IS NDT IMPUED NOR INTENDED
TO BE THE COMPLETE INVENTORY OF UTILITIES
IN THIS AREA IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY THE LOCATION OF
ALL UTILITIES (WHETHER SHOWN OR NOT) AND
PROTECT SAID UTILITIES FROM ANY DAMAGE
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SHEET No.
3.0
TOP OF —
CONCRETE
T
EXISTING 150 FT
MONOPOLE TOWER
II
II
IF� PROPOSED LIGHTNING ROD
PROPOSED VERIZON'S NEW
ANTENNAS RAD CENTER =
145' AGL
TOWER NOTES
1. FOR DETAILED TOWER INFORMATION
REFER TO TOWER ERECTION DRAWINGS
BY OTHERS. THE TOWER ON THIS SHEET IS
SHOWN FOR GENERAL CONFIGURATION
PURPOSES ONLY.
2. VERIFY ANTENNA HEIGHT, DOWN TILT, AND
AZIMUTH WITH PROJECT MANAGER PRIOR
TO CONSTRUCTION.
3. ANTENNA CONFIGURATION IS SUBJECT TO
CHANGE.
ANTENNA NOTES
1, ALL COAX SHALL BE COLOR CODED AT (3)
PLACES EACH; AT ANTENNA, EXTERIOR OF
SHELTER, AND THE INTERIOR OF SHELTER.
2. CONTRACTOR TO VERIFY ACTUAL LENGTH
ABOVE BEFORE ORDERING.
3. ALL COAX SHALL BE LABELED WITH BRASS
TAGS AND COLOR TAPE TOP AND BOTTOM
NOTE:
THE TOWER DRAWING IS ONLY A GRAPHIC
REPRESENTATION OF THE STRUCTURE. THE
ACTUAL TOWER IN THE FIELD MAY VARY.
NOTE:
PRIOR TO ANY CONSTRUCTION VERIFY
ALL DATA & ANTENNA ORIENTATION.
CONTRACTOR IS SOLELY RESPONSIBLE
FOR PROPER LOCATION & ORIENTATION.
WAVE GUIDE
BRIDGE
Of aUr�
HERITAGE ry
ENGINEERING 7
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NO. 1133
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Antenna Summary
Added
Antennas
700
850
850
1900
1900
2100
)`lake
Model
Centerline
Tip Height
Azimuth
RET
4xRi
Inst Type
QTY
LTE
MINI
LTE
CD -N1
LTE
LTE
a
a
YES
YES
QUINTEL USA
IINC
QS8658-5
145
149
0(DI),120(
D2),240(D
true
true
PHYSICA
L
6
3
Removed Antennas --
700
850
1900
1900
2100
Make
Model
Centerline
Tip Height
Azimuth
RET
4SR-N
Inst Type
QTY
LTE
1850
CDM
LTE
CD1I
LTE
LTE
A
a
Retained Antennas
700
850
850
1900
1900
2100
Make
Model
Centerline
Tip Height
RET
4.xRY
Inst Type
QTY
LTE
CD0I
LTE
C DZI
LTE
LTE
lAzimuth
A
A
I.Added: 6 Removed: 0 Retained: 0
MOUNTS PROVIDED BY VZW UNLESS NOTED IN TOWER BID DOCUMENTS PROVIDED BY VZW (3)RRH(210 MH)B13RR H4x45-R
CONSTRUCTION MANAGER. (3) RRH BOX MHz) B66 RHSDC- 31
(1) HTTA BOX (RAYCAP RHSDC�315-PFOB)
4OUNTS SHALL BE DESIGNED TO MEET THE LATEST ADDITION OF THE NSTD-445 AND
_ATEST ADDITION OF ANSI/EIA/TIA-222
NEW CELLXION
EQUIPMENT SHELTER
EXIST WOOD
PRIVACY FENCE
MONOPOLE TOWER ELEVATION
SCALE: Nn.
(D
RXO/TX0
2 0
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Heritage
Engineering
P.O BOX 505
Benton, Arkansas 72018
(501)939.2303
FAX [60!)93[F2016
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FILE NAME:
PLOTSCALE: 1:96
ISSUE DATE I: 03 OCT 17
WARNING
0 1/2 1
SCALE: NTS
DESIGNED BY:
DRAWN BY: HERITAGE
CHECKED BY: EAWI
SHEETING.
3.'1
CLASS 7 GRADIATION
SCHEDULE
SIEVE
SIZE
PERCENT
PASSING
1 1/2"
100
1"
60-100
3/b"
50-90
3 8"
TRENCH IS FLAT AND PERPENDICULAR
$4
25-55
$10
—
$b0
10-30
#200
3-10
MAXIMUM PLACITITY INDEX {MINUS
#40 MATERIAL}
MINIMUM PERCENT CRUSHER RUN
MATERIAL
GRADING SHALL COMPLY WITH
REQUIREMENTS OF AASHTO T11
AND T27
SLOPE TOP OF POST SLIGHTLY
TOWARD SOURCE OF RUNOFF
G'-0" TO 10'-0" POST SPACING
OR AS PER MANUFACTURERS RECOMMENOA
A'� SILT FENCE DETAIL
OF AUT �p AR
HEWME B
r E?IDINEEWAa � B
No.11m
HES
Heritage
Engineering
PA BOX=
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SOIL AND EROSION CONTROL
1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR SOIL EROSION AND SEDIMENT CONTROL, AND OTHER
REQUIREMENTS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION.
2. CONSTRUCTION AT THE SITE WILL BEGIN WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO
CONTROL SEDIMENT DEPOSITS AND EROSION.
3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND DISTURBANCE OCCURS. IT 15 THE CONTRACTORS
RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES
DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL
BE REPORTED TO THE CONSTRUCTION MANAGER IMMEDIATELY.
4. ALL SILT BARRIERS MUST BE PLACED AS ACCESS 15 OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE
UNTIL SILT BARRIER IS INSTALLED.
5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN
ESTABLISHED. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY
TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.
B. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT REACHES 6" IN HEIGHT WITHIN SILT
FENCE BARRIERS.
7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES MAY RESULT IN ALL CONSTRUCTION
BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED.
6. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT IF REQUIRED SHALL BE PRESENT ON THE JOB
SITE WHENEVER LAND DISTURBANCE ACTIVITY 15 IN PROGRESS.
9. ANY AREA OF DISTURBANCE LEFT EXPOSED OR IS ANTICIPATED THAT IT WILL BE EXPOSED BEYOND THE EXPOSURE
PERIOD REQUIRED BY LOCAL AUTHORITIES SHALL BE STABILIZED WITH TEMPORARY SEEDING.
10. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL ER0514ONS AND SEDIMENT CONTROL
MEASURES SHALL BE PROVIDED IF REQUIRED UPON INSPECTION BY AND DIRECTION FROM LOCAL AUTHORITIES.
11. UPON COMPLETION OF WORK, OR AS DIRECTED BY EROSION CONTROL AUTHORITIES, ALL DISTURBED AREAS NOT
IMPROVED WITH GRAVEL SHALL BE SEEDED WFTH PERMANENT SEEDING MATERIAL SUITABLE FOR THE LOCAL
GROWING AREA.
12. FILTER CLOTH SHALL HAVE APPROVED BACKING OR A BUILT–IN REINFORCED STRUCTURE AS RECOMMENDED BY THE
MANUFACTURER TO SUPPORT THE FILTER CLOTH. THE MULLEN BURST STRENGTH OF FILTER CLOTH SHALL BE GREATER
THAN 150 PSI AND THE -EDGES SHALL- BE TREATED TO PREVENT UNRAVELING. - -
13. A PRE ASSEMBLED SILT FENCE MEETING THE REQUIREMENTS OF THIS DRAWING 15 ACCEPTABLE IN LIEU OF A
FIELD CONSTRUCTED SILT FENCE.
14. SILT FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE.
15. PLACE STRAW BALES ON ALL DOWN STREAM SIDE OF ALL SILT FENCES. BALES SHALL BE PLACED END TO END
AGAINST NEW SILT FENCES.
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CKDor. EAN
SHEET No.
3,2
6" MAX. DEPTH 70 S0T_ OF TRENCH.
-- –
/EXISTING
£ CONSTRUCTED H
TRENCH SHALL BWIT
A SPADE OF MECH. TRENCHER SO
GROUNDLINE
\—FILTER
THAT THE DOWNSLOPE FACE OF
TRENCH IS FLAT AND PERPENDICULAR
FABRIC CLOTH,
TO THE LINE OF FLOW OF RUNOFF.
EXTEND TO BTM. OF
BACKFILL TRENCH AFTER SILT FENCE
6" TRENCH, PROVIDE
FABRIC IS IN PLACE.
WOVEN WIRE AS REO'D W000 OR STEEL POST
TO SUPPORT FABRIC
BETWEEN POSTS.
FABRIC SHALL BE
ADEQUATELY FASTENED
TO WOVEN WIRE.
A'� SILT FENCE DETAIL
OF AUT �p AR
HEWME B
r E?IDINEEWAa � B
No.11m
HES
Heritage
Engineering
PA BOX=
0
ar4.NAdwmA TM8
t50t1931r-2=
FIUI[5011�1R-�ih
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SCALE: MS.
SOIL AND EROSION CONTROL
1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR SOIL EROSION AND SEDIMENT CONTROL, AND OTHER
REQUIREMENTS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION.
2. CONSTRUCTION AT THE SITE WILL BEGIN WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO
CONTROL SEDIMENT DEPOSITS AND EROSION.
3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND DISTURBANCE OCCURS. IT 15 THE CONTRACTORS
RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES
DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL
BE REPORTED TO THE CONSTRUCTION MANAGER IMMEDIATELY.
4. ALL SILT BARRIERS MUST BE PLACED AS ACCESS 15 OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE
UNTIL SILT BARRIER IS INSTALLED.
5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN
ESTABLISHED. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY
TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.
B. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT REACHES 6" IN HEIGHT WITHIN SILT
FENCE BARRIERS.
7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES MAY RESULT IN ALL CONSTRUCTION
BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED.
6. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT IF REQUIRED SHALL BE PRESENT ON THE JOB
SITE WHENEVER LAND DISTURBANCE ACTIVITY 15 IN PROGRESS.
9. ANY AREA OF DISTURBANCE LEFT EXPOSED OR IS ANTICIPATED THAT IT WILL BE EXPOSED BEYOND THE EXPOSURE
PERIOD REQUIRED BY LOCAL AUTHORITIES SHALL BE STABILIZED WITH TEMPORARY SEEDING.
10. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL ER0514ONS AND SEDIMENT CONTROL
MEASURES SHALL BE PROVIDED IF REQUIRED UPON INSPECTION BY AND DIRECTION FROM LOCAL AUTHORITIES.
11. UPON COMPLETION OF WORK, OR AS DIRECTED BY EROSION CONTROL AUTHORITIES, ALL DISTURBED AREAS NOT
IMPROVED WITH GRAVEL SHALL BE SEEDED WFTH PERMANENT SEEDING MATERIAL SUITABLE FOR THE LOCAL
GROWING AREA.
12. FILTER CLOTH SHALL HAVE APPROVED BACKING OR A BUILT–IN REINFORCED STRUCTURE AS RECOMMENDED BY THE
MANUFACTURER TO SUPPORT THE FILTER CLOTH. THE MULLEN BURST STRENGTH OF FILTER CLOTH SHALL BE GREATER
THAN 150 PSI AND THE -EDGES SHALL- BE TREATED TO PREVENT UNRAVELING. - -
13. A PRE ASSEMBLED SILT FENCE MEETING THE REQUIREMENTS OF THIS DRAWING 15 ACCEPTABLE IN LIEU OF A
FIELD CONSTRUCTED SILT FENCE.
14. SILT FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE.
15. PLACE STRAW BALES ON ALL DOWN STREAM SIDE OF ALL SILT FENCES. BALES SHALL BE PLACED END TO END
AGAINST NEW SILT FENCES.
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CKDor. EAN
SHEET No.
3,2
KIT (TYP.)
SEE ELECT.
PROVIDE COAX
DRIP LOOP
FACE OF
TOWER
HOLD
6"
MIN
NOTES:
1. CONTRACTOR SHALL GRADE SITE TO
DRAIN AWAY FROM EQUIP. PAD.
2. SEE SHT. 4.0 FOR EQUIP. PAD INFORMATION.
3. SEE ELECTRICAL DWGS. FOR GROUNDING
INFORMATION.
4. SUPPORT COAX AT 4' O.C. MAX.
ICE BRIDGE
SLOPE CABLES 1/4" PER FT.
AWAY FROM SHELTER (TYP.)
SEE
NOTE #4
EQUIPMENT PAD ICE
BRIDGE BY ALT OR
APPROVED EQUAL
-TOP OF PAD (SEE
OVERALL SITE PLAN)
�EkiSTitiG GRADE
EOLIIP. PAD FOUNDATION
(SEE SHT. S.D)
A TYPICAL WAVE GUIDE BRIDGE ELEVATION
A.-S)SCA
REFER TO SHEET 3.0
8'-0" MAXIMUM
i
r
7 �
WAVEGUIDE ICE BRIDGE
SHALL BE SOLID
GALVANIZED
�D� TYPfCAL WAVE G[JiDE BRIDGE PLAN VIEW
3.�
SCALE. 7Ti".1 -r
I, ENTRY PORT
a
n
C3
C3
ti
GPS ANTENNA MOUNTED TO 1/4" "-
THICK x 3" WIDE GALVANIZED BENT
PLATE, LOCATION TO BE VERIFIED W/
VERIZON'S CONSTRUCTION MANAGER.
0
I
FIN15H SLOPE
TO BRAIN
EXTEND CABLE TO—
WAVE GUIDE PORT
GALV. PLATE
r -
0
N
3" DIA. (MIN.) SCH -
40 PIPE (PIPE
r.S
LENGTH MAY VARY
i J
DEPENDING ON ENTRY
,r =
PORT HEIGTH, FIELD
rn
VERIFY) FOR ALT.
a
POST ANCHORAGE.
c
SEE DET. C/3.3
n
W_ G
HILT] HAS ANCHORS
ICE BRIDGE
WITH HVA ADHESIVE Tv. 5"
FINISH GRADE
(TOP OF GRAVEL)
0
I
FIN15H SLOPE
TO BRAIN
DIAMOND GRIP CHANNEL
2' WIDE ATTACHED
WITH J -BOLTS
WAVEGUIDE BRIDGE HANGER
KIT ANDREW OR APPROVED
EQUAL AT 35" O.C_ MAX.
rq�Bqq SECTION @ WAVE GUIDE BRIDGE
U.d C
3" DIA. GALV.
SCHED. 46 PIPE CRUSHED STONE
FIELD MODIFYCOMPOUND FINISH
COURSE
1/2"xB%B" i 1/4
GALV. PLATE
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GALV. STEEL PIPE CAP
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No.ylas Sj
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GALV. STEEL U -BOLTS
' putt
WITH LOCK WASHERS
-
�.
WAVE GUIDE BRIDGE
. -. .
MOUNTING BRACKET
CENTERLINE °
RHON OR EQUAL
FOUR -5/0" DIA. • 2 1/2`' °
WAVEGUIDE
HILT] HAS ANCHORS
ICE BRIDGE
WITH HVA ADHESIVE Tv. 5"
DIAMOND GRIP CHANNEL
2' WIDE ATTACHED
WITH J -BOLTS
WAVEGUIDE BRIDGE HANGER
KIT ANDREW OR APPROVED
EQUAL AT 35" O.C_ MAX.
rq�Bqq SECTION @ WAVE GUIDE BRIDGE
U.d C
3" DIA. GALV.
SCHED. 46 PIPE CRUSHED STONE
FIELD MODIFYCOMPOUND FINISH
COURSE
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GALV. PLATE
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CONCRETE ENCASEMENT '� w
NOTEe
ALL WELDS AND DAMAGED°'
-
�.
AREAS OF.. GALVANIZING
. -. .
SHALL BE COATED WITH
CENTERLINE °
TWO COATS OF BALVANOX
FOUR -5/0" DIA. • 2 1/2`' °
COLD GALVANIZING
HILT] HAS ANCHORS
COMPOUND.
WITH HVA ADHESIVE Tv. 5"
INSTALL IN STRICT
ACCORDANCE WITH TOP OF TOWER
ALL OF HILTI'S FOUNDATION
REQUIREMENTS
ALTERNATE POST ANCHORAGE
C @ WAVE GUIDE BRIDGE POST
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3.3
POLE FOUNDATION AND
5"
4'-0"
8'-2"
EQYUPMENT PAD CAN BE
CONC.
7-
"m
CAST SIMULTANEOUSLY
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FIBER
-•CABINa
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k
17'- 0"
B'-1 i"
B'-0" CONC. 1 5'-0"
6.
POLE FOUNDATION AND
GENERATOR PAD CAN BE
CAST SIMULTANEOUSLY
�A1
EQUIPMENT FOUNDATION
4.D SCA E:trz~=T-u -- __
REFER TO STE PLAN FOR SLAB LOCATION AND ORIENTATION
2 POLE 48" WIDE ICE
ERIOGE CANOPY BY ALT OR
APPROVED EQUAL
B" B'-2" 1'-b" 4'-0"
s67 m -
CABLE TRAY
HUNG BELOW — _ _ _ _ _
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REFER TO SITE PLAN FOR SLAB LOCATION AND ORIENTATION
2 POLE 48" WIDE ICE
BRIDGE CANOPY BY ALT OR
APPROVED EQUAL
!4" WIDE X 3" DEEP ALT
;RIP STRUT BY ALT OR APPROVED
:QUAL
WAVEGUIDE BRIDGE HANGER
KIT ANDREW MT -357-Z4
AT 36" O.C. MAX. OR
APPROVED EQUAL
g EQUIPMENT SECTION
4.4i SCR E 7rL"et0'
1.1 REFER TO SITE PLAN FOR SLAB LOCATION AND ORIENTATION
UNISTRUT SUPPORT
ASSEMBLY GALVANIZED
OR APPROVED EQUAL
SITE LITE W/ El
ACCULITE, SEE
SHT, 7.3
2 POLE 48" WIDE ICE
BRIDGE CANOPY BY ALT OR
APPROVED EQUAL AUTOMATIC
TRANSFER
+� SWITCH W/
0 ILC
(N) SWITCH FOR
SITE LITE
7'- 8"
TELCO
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4'-0"
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6.
POLE FOUNDATION AND
GENERATOR PAD CAN BE
CAST SIMULTANEOUSLY
�A1
EQUIPMENT FOUNDATION
4.D SCA E:trz~=T-u -- __
REFER TO STE PLAN FOR SLAB LOCATION AND ORIENTATION
2 POLE 48" WIDE ICE
ERIOGE CANOPY BY ALT OR
APPROVED EQUAL
B" B'-2" 1'-b" 4'-0"
s67 m -
CABLE TRAY
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2 POLE 48" WIDE ICE
BRIDGE CANOPY BY ALT OR
APPROVED EQUAL
!4" WIDE X 3" DEEP ALT
;RIP STRUT BY ALT OR APPROVED
:QUAL
WAVEGUIDE BRIDGE HANGER
KIT ANDREW MT -357-Z4
AT 36" O.C. MAX. OR
APPROVED EQUAL
g EQUIPMENT SECTION
4.4i SCR E 7rL"et0'
1.1 REFER TO SITE PLAN FOR SLAB LOCATION AND ORIENTATION
UNISTRUT SUPPORT
ASSEMBLY GALVANIZED
OR APPROVED EQUAL
SITE LITE W/ El
ACCULITE, SEE
SHT, 7.3
2 POLE 48" WIDE ICE
BRIDGE CANOPY BY ALT OR
APPROVED EQUAL AUTOMATIC
TRANSFER
+� SWITCH W/
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(N) SWITCH FOR
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7'- 8"
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4.0
EQUIPMENT PAD FOUNDATION NOTES:
I. STRUCTURAL FILL, IF REQUIRED, SHALL CONSIST OF A SANDY TYPE SOIL
MIXTURE OF SANDY SOIL & GRAVEL WHICH SHALL EXHIBIT A LIQUID
LIMIT LESS THAN 30 AND SHALL BE COMPACTED TO A MINIMUM OF 98X
MAXIMUM STANDARD PROCTOR IN ACCORDANCE WITH ASTM 0 698.
2. SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF
95% MAXIMUM STANDARD PROCTOR IN ACCORDANCE WITH ASTM D
698.
3. FOUNDATION ELEMENTS SHOWN WERE DESIGNED ASSUMING A NET
ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF
4. CONTRACTOR SHALL VERIFY BEARING CAPACITY CONSTRAINTS PRIOR TO
PLACEMENT OF FOUNDATION ELEMENTS. SHOULD BEARING CAPACITY
CONSTRAINTS NOT MEET OR EXCEED THOSE SHOWN IN NOTE 3. THE
CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING AND CEASE
ACTIVITY UNTIL FURTHER DIRECTED.
S. CONCRETE COMPRESSIVE STRENGTH (F'c) SHALL HE 3000 P_5.1. AT 26
DAYS, 4" NOMINAL SLUMP, 5-7X ENTRAINED AIR.
6. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL INTERMEDATE
GRATE ASTM A-615-60.
7. WELDED WIRE FABRIC FOR CONCRETE SHALL CONFORM TO ASTM A-185
SPECIFICATIONS.
El. COORDINATE WITH ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES,
ANCHORS, HANGERS AND OTHER ITEMS RELATED TO CONCRETE WORK.
9. PROVIDE DETAILING. FABRICATION, AND INSTALLATION OF REINFORCING IN
ACCORDANCE WITH ACI 315 AND ACI 318,
10. ALL CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318).
11. ALL CONCRETE SHALL BE VIBRATED, TOP OF FOUNDATION SHALL BE
SQUARE AND LEVEL WITH SMOOTH FLOAT FINISH AND A t" CHAMFER AT
ITS EDGE.
12. ALL REINFORCING STEEL SHALL BE INSPECTED ANO APPROVED VERIZON'S
CONSTRUCTION MANAGER PRIOR TO PLACEMENT OF CONCRETE.
CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER 48 HOURS BEFORE
PLACING CONCRETE.
13. CONCRETE SHALL BE SAMPLE TESTED CONDUCTED IN ACCORDANCE WITH
ASTM C31 AND C39.
14. READY MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTM C94
SPECIFICATIONS.
GROUNDING MOTE
FOUNDATION REBAR
SHALL BE GROUNDED TO
SHELTER GROUND RING.
SEE GROUNDING DETAILS
C/7.2 do F/7.2
CHAMFER
EDGES T"
TYPICAL _5's ® 10" SLAB SURFACE TO #5's aT T2"
O.C. EA. WAY, BE LEVEL t 1/8" CHAMFER -\ O.C. EA. WAY,
SEE PLAN PER 10 FOOT EDGES 1" SEE PLAN ti 3
Y " LENGTH TYP. TYPICAL
F.G.
' _ CLR. 1, --
°� • - e� ) a ]. �lil=lf I1 II--II-11!_I�Ie�I IIS CER. f _
4" CRUSHED STONE
OVER GRAVEL
lL
STABILIZATION
UNDISTURBED SOIL
Z 0
FABRIC, TYP.
OR APPROVED FILL
UNDISTURBED SOIL
OR APPROVED FILL
U
au
x
COMPACTED TO 95X
MODIFIED PROCTOR
COMPACTED TO 95%
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0
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LL
MODIFIED PROCTOR
POLE FOUNDATION
AND EQUIPMENT
PAD CAN BE CAST
SIMULTANEOUSLY
s'
8 EQUIP. PAD & GEN. PAD SECTIONS
0 SCALES314"=k'-0"
g•_7" 1 r-11,
If
-II-
4 °
` e
NOTE: i—
18" THICK CONCRETE MAT (3000)
PSI CONC. Q 28 DAYS) WITH I¢5':
® 10" O.C. EA. WAY ® TOP &
BTM. OF MAT. SURFACE TO BE
SMOOTH FLOAT FINISH. SLAB TO
BE LEVEL AND FLAT WITHIN +/-
1/4"
s=a-
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OPTIC PROVIDER
G�
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OPTIC CONDUIT W/
PULL STRING
1 t Pl EQUIPMENT PAD, SEE
� SHEET d,0 & 5.0.
f�•� 7, ,ry
Gr \ POWER
CONOurr r,
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NEW 2" POWER
CONDUIT
EXIST. 150' MONOPOLE SOWER
2" GENERATOR POWER
CONDUIT, FOR INFORMATION
NOT SHOWN SEE SHT. 6.2
VERIZONs NEW
METER do SPO ON
EXISTING POWER
RACK
UTILITY DISTRIBUTION
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1/6.2
UTILITY ROUTING PLAN
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UTILITY ROUTING NOTES: �v—,Nj
(DTELCO CONDUITS INTO TELCO ENTRY PORT. COORDINATE
EXACT LOCATION WITH EQUIPMENT DRAWINGS AND J
PROJECT MANAGER. REFER TO SHT. 4.0. Herllage
POWER CONDUIT INTO ATS AT DESIGNATED POWER Engineering
ENTRY LOCATION. REFER TO EQUIPMENT DRAWINGS,P.a BOILMS
e.rlc{Rs Arks ante
F+Ht � y17?B+�re
GPS ANTENNA MOUNTED ON WAVE GUIDE BRIDGE LEG, rrr r;!^o-aet
LOCATION TO BE TO BE FIELD DETERMINED AND
VERIFIED W/ PROJECT MANAGER.
�4 GENERATOR CONDUITS INTO ATS ENTRY PORTS.
COORDINATE EXACT LOCATION WITH EQUIPMENT
DRAWINGS AND PROJECT MANAGER. REFER TO SHT.
4.0.
5� CONTRACTOR SHALL INSTALL 3" SCH. 80 TELCO '
CONDUIT W/ PULL STRING (50 LF. MAX.) FROM RACK
TO FIBER OPTIC BOX OUTSIDE COMPOUND, COORDINATE
FINAL LOCATION W/ FIBER OPTIC PROVIDER
ENT PAD
D BEL
LDIRECT BURIAL RATED WIRE WALARM WRING OUTSIDE OF THI GEL FILLED SHALL
CONDUIT rr�
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6.0
SUBTOTAL
CONTINUOUS
SUBTOTAL _
NON -CONTINUOUS
SUBTOTAL i
SUB -PANEL — E —
PANEL DESIGNATION: ELECTRICAL PANEL (ITEM 2)
MAIN LUGS: NIA 1 MAIN BREAKER: 200 AMP_
VOLTAGE: 1201240 CYCLE: 60 1 PHASE:1 WIRES: 3 MAIN COPPER BUS, 20DAMPS
NOTES:
1. ALL WIRE TO BE #12 THHNITHWN UNLESS NOTED OTHERWISE.
COLOR CODE:- -
• A O =SLACK
•BO=RED
• NETURAL = WHITE
•
GROUND =GREEN
2. ALL WORK TO CONFORM TO N.E.C. LATEST STATE ADOPTED EDITION.
3. LABEL SERVICE DISCONNECT WITH A RED TAD.
4. SWITCH LEG CONDUCTORS SHALL BE THE SAME COLOR AS CIRCUIT CONDUCTORS.
5. ALL GFCI RECEPTACLES TO HAVE A DECICATED GROUND WIRE.
S. ALL BREAKERS FOR CIRCUITS FEEDING EQUIPMENT WITH A MAIN INTERNAL
OVER-CIECUIT DEVICE SHOULD MATCH THE RATING OF THE OVER -CIRCUIT DEVICE.
7. SEE ELECTRIC SCHEMATIC #2 & 43 SHEETS FOR MORE DETAILS.
S. EQUIPMENT TERMINATION LUGS AND CONDUCTORS ARE RATED AT A MINIMUM OF 75'C.
ul LOAD PER
7 PHASE (VA)
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1400 1
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SUB -PANEL — E —
PANEL DESIGNATION: ELECTRICAL PANEL (ITEM 2)
MAIN LUGS: NIA 1 MAIN BREAKER: 200 AMP_
VOLTAGE: 1201240 CYCLE: 60 1 PHASE:1 WIRES: 3 MAIN COPPER BUS, 20DAMPS
NOTES:
1. ALL WIRE TO BE #12 THHNITHWN UNLESS NOTED OTHERWISE.
COLOR CODE:- -
• A O =SLACK
•BO=RED
• NETURAL = WHITE
•
GROUND =GREEN
2. ALL WORK TO CONFORM TO N.E.C. LATEST STATE ADOPTED EDITION.
3. LABEL SERVICE DISCONNECT WITH A RED TAD.
4. SWITCH LEG CONDUCTORS SHALL BE THE SAME COLOR AS CIRCUIT CONDUCTORS.
5. ALL GFCI RECEPTACLES TO HAVE A DECICATED GROUND WIRE.
S. ALL BREAKERS FOR CIRCUITS FEEDING EQUIPMENT WITH A MAIN INTERNAL
OVER-CIECUIT DEVICE SHOULD MATCH THE RATING OF THE OVER -CIRCUIT DEVICE.
7. SEE ELECTRIC SCHEMATIC #2 & 43 SHEETS FOR MORE DETAILS.
S. EQUIPMENT TERMINATION LUGS AND CONDUCTORS ARE RATED AT A MINIMUM OF 75'C.
ul LOAD PER
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BRANCH BREAKER TYPE: SIEMENS G.C. SUPPLIED
TOTALAMPS
ELECTRICAL CDNTRACTOR TO SIZEALL ... ... ... ..... . .
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1. BUILDING ELECTRICAL SYSTEM IS RATED A€10,000 A.I.C. IF HIGHER
RATINGS ARE REQUIRED, IT IS THE RESPONSIBILITY OF SITE CONTRACTOR AND VZW
CONSTRUCTION ENGINEER TO MEET SUCH REQUIREMENTS.
2. SERVICE BOND IS TO BE MADE BY DEVICES (STRAPS, SCREWS, ETC.)
SUPPLIED BY EQUIPMENT MANUFACTURER, IF NO SUCH DEVICE IS
SUPPLIED, BOND IS TO BE MADE IN ACCORDANCE WITH NEC ARTICLE 250.
3. WHEN SERVICE OVER CURRENT DISCONNECT IS FIELD INSTALLE AND HAS
A NEUTRAL TO GROUND CONNECTION ESTABLISHED, REMOVE NETURAL TO
GROUND CONNECTION IN TRANSFER SWITCH.
4. CONDUCTOR OVER CURRENT PROTECTION DEVICE ARE SLECTED IN
ACCORDANCE WITH NEC (ARTICLE 240.3).
5. CONDUCTOR SIZING IS SLECTED FROM NEC (ARTICLE 215.2).
6. ALL LUGS THAT HOLD MORE THAN ONE WIRE SHALL BE LISTED FOR
MULTI -BARBELL CONNECTIONS.
7. ALL CONDUCTORS SHALL BE COPPER.
S. LABEL SERVICE DISCONNECT WITH A RED TAG.
8. RECOMMENDED SERVICE ENTRANCE CONDUCTOR SIZE (3) 310 AWG & (1)
#4 GROUND.
1201240 VAC 10 200 AMP SERVICE
SUPPLIED AND INSTALLED BY SITE
ELECTRICAL CONTRACTOR
SERVICE RUN — _-
SERVICE BOND
SEE NOTE 3 & 4
FIELD WIRING
GROUND ELECTRODE
INSTALLED IN ACCORDANCE
WITH ARTICLE 250
VERIZON SUPPLIED
GENERATOR
—
0
F,J,
MECHANICAL INTERLOCK
AUTOMATIC TRANSFER
SWITCH
O O'
TO BRANCH CIRCUITS AND TVSS
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LOADrrC��ENTER
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GENERATOR 2" CONDUIT
BATTERY CHARGER 1" CONDUIT
BLOCK HEATER
314" CONDUIT —�
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112" CONDUIT
TIMMER o
ii 112" CONDUIT
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SPA ITOWER
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CONTROLER
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SUPPLIED AND INSTALLED BY SITE
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SERVICE RUN
N
ATS WITH
INTEGRATED
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200 AMP
METER BASE
BY LOCAL UTILITIES
1" CONDUIT alarm
2" CONDUIT
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211
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ELECTRIC CONDUIT SCHEMATIC
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1614
VERIZON's SPO INSTALLED AS CLOSE AS POSSIBLE
TO LOAD SIDE OF DISCONNECT IN METER CENTER.
SEE VERIZON's GROUNDING MANUAL
DISTRIBUTION BREAKER, ADD (DO
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kES7. MULTI -METER
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K6p. SCALE NTS.
SCHEDULE OF MATERIALS
ITEM #
QUANT.
DESCRIPTION
PART NUMBER
cn
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CONTRACTOR SUPPLIED
FIN. GR.
lI-LCI-
COMPACTED
GENERAL NOTES
1 • DIMENSIONS SHOWN ARE APPROXIMATE. EXACT DIMENSIONS MAY BE MODIFIED
SLIGHTLY BASED ON EXACT EQUIPMENT OBTAINED, SITE CONDITIONS, AND OWNER
PREFERENCES.
2. POWER EQUIPMENT SHALL BE SQUARE D, SIEMENS, CUTLER HAMMER OR GENERAL
ELECTRIC. ALL EQUIPMENT MUST BE OF ONE MANUFACTURER.
3.- UNUSED CONDUITS -SHALL- BE SEALED TO -PREVENT- MOISTURE INSIDE CONDUITS:
USED CONDUITS SHALL BE SEALED AFTER SERVICES HAVE BEEN RUN (IN METER
CENTER, TELCO ENCLOSURE, AND CARRIER EQUIPMENT).
ONE LINE DIAGRAM NOTES BY SYMBOL "Q"
I. PROVIDE NAMEPLATES ON METER CENTER TO INDICATE CARRIER SERVED OR
PANEL FED. NAME PLATES SHALL BE PHENOLIC, WHITE LETTERS ON BLACK
BACKGROUND.
NOTE:
MINIMUM COVER
cn
FOR INFORMATION ONEOUIP.PADRACKNOT
REQUIREMENTS PER SOIL STABILIZER FABRIC
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cry TRENCH DETAIL
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6.3
GENERAL NOTES
1. REFER TO DRAWING 9.2 FOR GENERAL NOTES PERTAINING TO
THIS DRAWING
2. GROUND ALL EXTERIOR EXPOSED METAL OBJECTS. USE TWO HOLE
MECHANICAL CONNECTORS FCR CONNECTIONS TO FLAT SURFACES.
3. ALL EXTERIOR GROUND BARS MUST BE TINNED.
4. ALL ICE BRIDGE SECTIONS SHALL BE JUMPERED W/ #2 SOLID.
NOTES BY SYMBOL " 0 "
1. GROUNDING SYSTEM SHALL BE COMPRISED OF #2 AWG 513TC CONDUCTOR. UNLESS
NOTED OTHERWISE, BURIED AT 30" MINIMUM BELOW FINISHED GRADE. ALL
CONNECTIONS SHAD. HE EXOTHERMIC WELD. UNLESS NOTED OTHERWISE.
2.13OND #2 AWG SBTC GROUND CONDUCTORS BELOW GRADE TO EACH SUPPORT LEG
ON BOTH SIDES OF THE CABLE SUPPORT STRUCTURE USING EXOTHERMIC WELD
CONNECTIONS.
3. BOND (2)—#2 AWG SBTC CONDUCTORS FROM EQUIPMENT PAD GROUND BAR TO
EQUIPMENT PAD GROUNDRING PER VERIZO14 DRAWINGS AND CONSTRUCTION MANAGER
SPECIFICATIONS AND DIRECTION. RE: A/8.1 AND A/8.2
4. BOND ALL EQUIPMENT CABINETS (TYP. 2—PLACES) WITH 2 HOLE LUG MEETING NEC
CODE 250.94 0 CABINET AND TO EQUIPMENT PAD GROUND RING W/ EXOTHERMIC
WELD.
5.BONO 4"x24" TIN COATED COPPER TOWER GROUND BAR WITH TAMPER RESISTANT
MOUNTING HARDWARE TO TOWER GROUND RING USING (2)—)12 AWG SBTC CONDUCTOR
SLEEVED 1N h" PVC CONDUIT, SEE DET. E/B.2
S. BOND RACK MOUNTED SPD (SURGE PROTECTION DEVICE) WITH 2 HOLE LUG MEETING
NEC CODE 250.94 ® SPD AND TO EXISTING POWER RACK GROUND RING W/
EXOTHERMIC WELD.
7. GROUND GENERATOR FOUNDATION REBAR TO EQUIPMENT PAD GROUND RING. SEE
DETAIL C/5.3
S. BOND GENERATOR FRAME (TYP. 2 LOCATIONS) W/ 2 HOLE LUG MEETING NEC CODE
250.94 0 GENERATOE BASE TO EQUIPMENT PAD GROUND RING W/ EXOTHERMIC
WELD.
9. BOND RACK MOUNTED TELCO CABINET W/ 2 HOLE LUG MEETING NEC CODE 250.94
0 TELCO CABINET & TO EQUIPMENT PAD GROUND RING W/ EXOTHERMIC WELD.
1D. BOND RACK MOUNTED ATS CABINET W/ 2 HOLE LUG MEETING NEC CODE 25D.94 0
ATS CABINET & TO EQUIPMENT PAD GROUND RING W/ EXOTHERMIC WELD.
11. GROUND NEW EQUIPMENT PAD FOUNDATION REBAR TO EQUIPMENT PAD GROUND
RING. SEE DETAILS C/8.2 & F/8.2
12. BOND ALL GROUND RINGS WITHIN 6'-0" OF FENCE TO EACH FENCE POST ADJACENT TO
GROUND RING BOND TO FENCE POST WITH MECHANICAL CONNECTOR AND TO GROUND
RING W/ EXOTHERMIC WELD.
CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN ACOPY OF
VERIZON'S LATEST REVISION OF GROUNDING REQUIREMENTS
(VERVAN'SDCCUMENT'NST018')AND TISTALLTHESTTE
GROUNDING SYSTEM IN ACCORDANCE WRHTHE MOST STRINGENT
REQUIREMENTS OF THE REFERENCED DOCUMENT OR THE
REQUIREMENTS AS SHOWN IN THESE DRAVMGS. NOTETHATTHE
REFERENCED DOCUMENT ADDRESSES GROUNDING OF TTEMSTHAT
..ARE NOT SHOWN IN THESEDRAWINGS. ..... _ ._ . _ _
ELECTRICAL LEGEND
O DRAWING NOTE REFERENCE (NOTES
BY SYMBOL)
5/8"0 X 8'—O" LONG COPPER
CLAD STEEL GROUND ROD
®
5/0"0 X B'-0" LONG COPPER CLAD
STEEL GROUND ROD IN INSPECTION
SLEEVE
■ EXOTHERMIC WELD CONNECTION
■ MECHANICAL CONNECTION
—■—. GROUND CONDUCTOR, TYPE AND SIZE
AS NOTED, MIN. 30" BELOW GRADE
OR 6" BELOW FROST LINE. WHICHEVER
IS GREATER
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H/7.2
2 POLE 48" WIDE ICE -
BRIDGE CANOPY BY ATL
OR APPROVED EQUAL
24" WIDE X 3" DEEP—
GRIP
EEP—GRIP STRUT BY ATL OR
APPROVED EQUAL
WAVEGUIDE BRIDGE HANGER
KIT ANDREW MT -357-24
AT 36" D.C. MAX.
C.101NEi
EQUIP. PAD GROUN
RING SHALL BE #2
AWG SBTC WIRE
�- GROUND ROD (TYP.
RE: F/7.1)
-COAX GROUND
KIT SEE
DETAIL J/7.2
r-- GALV. CAP
#Z AWG SBTC CONDUCTOR FROM EQUIP.
PAD GROUND BAR. (SEE DET. A/7.2) TO
EARTH GROUND (2 TOTAL) TYP.
1i" PVC FLEXIBLE CONDUIT
EXTENDED FROM GROUND BAR
TO A MINIMUM 24" INTO
GROUND. (2 -TOTAL)
#2 AWG SBTC WIRE CADWELDED TO
SUPPORT POST BELOW GRADE
(TYPICAL)
1
#2 AWG SBTC CONDUCTOR GROUND
1 RING SUPPLIED AND INSTALLED BY
GENERAL CONTRACTOR AROUND
FTOWER
EXTERNAL TOWER GROUND RING 30"
BELOW GRADE OR 5" BELOW FROST
LINE WHICHEVER IS GREATER
CADWELD CONNECTION
1
CADWELD CONNECTION
(TYP.)
FOR TOWER GROUNDING
SEE DET.
B
1
COAX GROUND KIT
(TYP.) SEE DETAIL
D/7.2
(2)-#2 SBTC CONDUCTORS
ROUTED IN 14" PVC SLEEVE
EXTENDED FROM GROUND BAR
TO A MINIMUM 24" BELOW
GRADE.
#5 GREEN THNN COPPER
WIRE CADWELDED TO
SUPPORT POST (TYPICAL)
TOWER, REFER TO PLAN
FOR EXACT TYPE
#2 SBTC WIRE CADWELD,
2 HOLE LUGS OR UL
LISTED CLAMPS TO TOWER
LEG
GROUND ROD (TYP.-
RE: F/7.1)
NOTE: A TYPICAL EGIUIP. PAD/ WAVEGUIDE BRIDGEITOWER GROUNDING
-MINIMUM BEND RADIUS
OF #Z SBTC GROUND
CONDUCTOR Is 12"
i
AIR TERMI
LIGHTNING
COAX WAV'
CABLE LAD
Ili" PVC CONDUIT FROM CALDWELL
CONNECTION TO 24" BELOW
GRADE
FIN. GR.
(TOP OF GRAVEL)
AIR
LIGH
75•
2VAL
(EEN
RS
COAX CABLE & ANTENNA
OUTLINE OFB GROUNDING DETAIL
TOWER FOUNDATION 7•A N.T.S.
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INSPECTION WELL
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#2 AWG SBTC I
FINISHED GRADE WIRE _
SRC NO. 5
! I II f I EXOTHERMICALLY WELD AGGREGATES OR
{ I I I I f l TO GROUND ROD. SEE CRUSHSRC RRUN 31
I I I I 1 1 J WELDING DETAILS 1
O M L CADWELD CONNECTION
TREATED WITH TWO (Z)
#2 AWG SBTC GROUND RING COATS COLD
30" BELOW GRADE OR 6" GALVANIZED PAINT
GROUND KI7 JUMPER BELOW FROST LINE
TO 3/8" HARDWARE WHICHEVER IS GREATER %" DIA. x8'-0"
LONG GALVANIZED
COAX GROUND GROUND ROD (TYP)
— KIT SEE
DETAIL J/7.2 12" (MIN) DRIP (MAX]
2 POLE 48" WIDE ICEGROUND BAR LOOP FOR COAX
BRIDGE CANOPY BY AT - - - - WAVE GUIDE P GROUND RING & ROD DETAIL
OR APPROVED EQUAL BRIDGE
N.T.S.
24" WIDE X 3" DEEP—�~ ---- ---- #6
GRIP STRUT BY ATL OR
APPROVED EQUAL
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WAVEGUIDE BRIDGE HANGER ...-. GROUND- 13AR At
'ANDREW MT' -357._24 ...... ..."CONDUCTORS
.
KI 36" O.C. MAX. #2 SBTC TOWER SEE DET. E/7.2
Ii" PVC SLEEVE (MIN)
CBINET 24" INTO GROUND
— FROM TOWER TO
GROUND RING NOTE:
•1F SUPPORT Is
NECESSARY, MUST
USE NDN -METALLIC
TOWER CIGBE WITH CLAMP
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FS ELECTRICAL / GROUNDING y,� N-T-S-((TYP).) INSTALL AT EACN CO&MVAVE GUIDE ENMY
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ANTENNA BAR, SEE
DET. D/7.2
ANTENNA GROUND
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17-.l-l/
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INSPECTION WELL
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AGGREGATE SURFACE Sts= 1( I
#2 AWG SBTC I
FINISHED GRADE WIRE _
SRC NO. 5
! I II f I EXOTHERMICALLY WELD AGGREGATES OR
{ I I I I f l TO GROUND ROD. SEE CRUSHSRC RRUN 31
I I I I 1 1 J WELDING DETAILS 1
O M L CADWELD CONNECTION
TREATED WITH TWO (Z)
#2 AWG SBTC GROUND RING COATS COLD
30" BELOW GRADE OR 6" GALVANIZED PAINT
GROUND KI7 JUMPER BELOW FROST LINE
TO 3/8" HARDWARE WHICHEVER IS GREATER %" DIA. x8'-0"
LONG GALVANIZED
COAX GROUND GROUND ROD (TYP)
— KIT SEE
DETAIL J/7.2 12" (MIN) DRIP (MAX]
2 POLE 48" WIDE ICEGROUND BAR LOOP FOR COAX
BRIDGE CANOPY BY AT - - - - WAVE GUIDE P GROUND RING & ROD DETAIL
OR APPROVED EQUAL BRIDGE
N.T.S.
24" WIDE X 3" DEEP—�~ ---- ---- #6
GRIP STRUT BY ATL OR
APPROVED EQUAL
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WAVEGUIDE BRIDGE HANGER ...-. GROUND- 13AR At
'ANDREW MT' -357._24 ...... ..."CONDUCTORS
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KI 36" O.C. MAX. #2 SBTC TOWER SEE DET. E/7.2
Ii" PVC SLEEVE (MIN)
CBINET 24" INTO GROUND
— FROM TOWER TO
GROUND RING NOTE:
•1F SUPPORT Is
NECESSARY, MUST
USE NDN -METALLIC
TOWER CIGBE WITH CLAMP
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#2 AWG SBTC JUMPER FROM jn GPS ANTENNA
GROUND BAR TO EQUIP. CANOPY f Gl�
FRAME
TYPE GB
EQUIP. PAD GROUND If, WAVEGUIDE
BAR, SEE DEF. ICE BRIDGE
H/7.2 TYPE 7A TYPE PT
#2 AWG SBTC
G 3" DIA. (MIN.)
I
GRROOUUNNDD BAR FROM TO �1 =1 SCH 40 PIPE TYPE 55
ICE BRIDGE ` i iff-E GT
si I TYPE HS
�5
11
(2)-#2 AWG SBTC
" " 1 CONDUCTOR ROUTED
INSIDE SUNLIGHT
CONDUIT OR FLEXIBLE
I EQUIVALENT (EXTEND
�F I FROM GROUND BAR TO
24" BELOW GRADE) TYPE XA TYPE HA TYPE VS
#2 AWG SBTC
GROUND RING
rA-"\\CANOPY GROUND BAR DETAIL
NOTTOSCALE
2'-0' 47'x24" TIN COATED
COPPER GROUND BAR
TO ANTENNA WITH TAMPER RESISTANT
COAX HARDWARE MADE BY
HARGER GROUNDING &
LIGHTNING PRODUCTS
OR APPROVED EQUAL
,69101
—• 0 •••• 'm8
TWO HOLE LONG BARREL
COMPRESSION LUG (TYP)
NOTES
1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED
2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR
CONNECTIONS
3. GROUND BAR SHALL NOT BE ISOLATED FROM THE TOWER. MOUNT DIRECTLY
TO TOWER STEEL.
p ANTENNA GROUND BAR DETAIL
rroT TO scALE _
CAD_ WELD CONNECTION TYPES
NOT TO SCALE
2'-0-
4"x24" TIN COATED
WEATHERPROOFING KIT
JUMPER
COPPER GROUND BAR
TO ANTENNA
COAX
TWO HOLE
WITH TAM P£R RESISTANT
REBAR
LONG BARREL
HARDWARE MADE BY
Q
COMPRESSION
HARGER GROUNDING &
LUG (TYP)
LIGHTNING PRODUCTS OR
L UNDISTURBED SOIL
APPROVED EQUAL
Q
#2 AWG SBTC OR APPROVED FILL
GREEN. GOOV THWN INSULATION
_
o
❑
❑
V
n
C
EQUIP. PAD FOUND. GROUNDING DETAIL__
#2 SOLID TINNED
%.
,LYJ,•`�
❑
Q
Q'
NOTES:
a
COPPER CONDUCTOR
1.00 NOT INSTALL CABLE GROUND KIT AT A BEND AND
TO TOWER GROUND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
RING (2 TYP FOR INSULATED STANDOFF
Q
BOTTOM GROUND BAR
2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS
ONLY)
NOTES:
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURE_
1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED
2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED
ON ALL
EXTERIOR CONNECTIONS
Q
3. GROUND BAR SHALL BE ISOLATED FROM THE TOWER.
4. INSTALL GROUND BARS AT 75' INTERVALS MAXIMUM.
Q„
E TOWER GROUND BAR DETAIL
%. NOTTO SCALE
�
2 HOLE CRIMP STAINLESS STEEL BOLT 4"x24" TIN COATED -
COMPRESSCOPPER GROUND BAR
CONNECTOR
�"' ' � � �- ' '-� � � �' - �� "- WITH TAMPER-RESISTAI
STAINLESS STEEL HARDWARE MADE BY
FLAT WASHER HARGER GROUNDING &
GROUND
' BAR
�if`If 1� i13i•'i,�f+± f%i'I,f +i ,'�f1f !
STAINLESS STEEL
FLAT WASHER
2 HOLE CRIMP STANLESS STEEL NUT
COMPRESSION STAINLESS STEEL
CONNECTOR BELLVILLE WASHER
LIGHTNING PRODUCTS
OR APPROVED EQUAL �}
92 SOLID TINNED t "•
COPPER CONOUCTO
TO SHELTER GROUND
RING (2 TYP)
TO ANTENNA
COAX
O•i•� sL�J
APPLY OXIDE
COMPOUND TC
GROUNDING
EDGE FOUNDA'
CADWELD LUG
CONNECTION
PLASTIC SLEEVE Ot
AWG SBTC GROUND
CONDUCTOR AS
CONDUCTOR EXITS
FOUNDATION
#2 AWG SBTC
GROUND
CONDUCTOR
LEGEND SOF Air ARA
SBTC = SOLID BARE TINNED COPPER WIRE
• EXOTHERMIC WELD CONNECTION ' ENGINEEWNa 5 EO
MECHANICAL CONNECTION Nona E y
J c• e� .cu, ❑
4� E1G1'� QQELt W7•RE�
HIa
GROUND JUMPER
ATTACHED TO REBAR
6'-0" MIN, LENGTH. Heritage
SEE DET. F/7.2 Engineering
PLASTIC SLEEVE H P.O.O. ox� s
ON JUMPER
CONCRETE EDGE 4 sapm)9 a
TO PREVENT _ +''*w++^c�•I
OXIDATION
#2 AWG SBTC
WEATHERPROOFING KIT
JUMPER
FROM
EQUIPMENT PAO
N
REBAR
EQUIPMENT PAD
CABLE GROUND KIT
Q
FOUNDATION
N
U
L UNDISTURBED SOIL
•�r�LI
Q
#2 AWG SBTC OR APPROVED FILL
GREEN. GOOV THWN INSULATION
EQUIP. PAD EARTH
GROUND RING COMPACTED TO 95X
MODIFIED PROCTOR
(GROUNDED TO GROUND BAR) (SEE
V
n
C
EQUIP. PAD FOUND. GROUNDING DETAIL__
M
%.
NOTTOSCALE
12" TO 24"
ANTENNA CABLE
NOTES:
a
1.00 NOT INSTALL CABLE GROUND KIT AT A BEND AND
SHELTER & TOWER
FOUNDATION GROUNDING DE
7. N.T.S.
TWO HOLE LONG BARREL
COMPRESSION LUG (TYP)
INSULATED STANDOFF
NOTES:
1. DOUBLING UP 'OR STACKING" OF CONNECTIONS IS NOT PERMITTED
2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR
CONNECTIONS
3. GROUND BAR SHALL BE ISOLATED FROM THE EQUIPMENT CANOPY.
'TNOT TO SCALE
TAIL
WEATHERPROOFING KIT
Z
(SEE NOTE 3)
N
CABLE GROUND KIT
Q
Q
N
U
#6 AWG STRANDED Cu WIRE WITH
Z
Q
GREEN. GOOV THWN INSULATION
(GROUNDED TO GROUND BAR) (SEE
V
.JJ
O
NOTES 1 & 2)
i
NOTES:
a
1.00 NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
i
Q
2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURE_
�.
LU
WEATHER PROFFING SHALL BE (TYPE AND PART NUMBER AS
Q
-1
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.)
Q„
4
�
J COAX GROUNDING DETAIL_
0
NOT TOSCALE
Q
0
Lu
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O
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arsam6am:
oRAtmer. NFR1f166
o�ca&.o or.
iak
BACK TO BACK CONNECTORS SHEET No.
AT GROUND BARS TYP.} R EQUIPMENT PAD GROUND BAR DETAIL 7 ■
l9 '41
I NOT 70 SCAL—1 2
E
GENERAL NOTES
1. THE EXISTING TOPOGRAPHY AND VERTICAL GEOMETRY REPRESENTED ON THESE
DRAWINGS IS TO BE VERIFIED BY CONTRACTOR EXISTENCE AND LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES AND SERVICES ARE TO BE ESTABLISHED BY
CONTRACTOR THROUGH COORDINATION WITH THE APPROPRIATE UTILITY COMPANY OR
AGENCY PRIOR TO GRADING OR START OF CONSTRUCTION. AND THATALL WORK CAN BE
ACCOMPLISHED PRIORTO INITIATINGANY WORK.
2. INFORMATION ON THE TOWER, TOWER AND GUY ANCHOR FOUNDATIONS, AND EQUIPMENT
CABINETS 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 ORDER
8260.19C ACCURACY TOLERANCES.
S. PROVIDE ALL LABOR MATERIAL, TOOLS, EQUIPMENL TRANSPORTATION AND TEMPORARY
POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK AS
INDICATED ON THE DRAWINGS ANDIOR AS SPECIFIED HEREIN.
6. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF
SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS.
EXACT EQUIPMENT LOCATIONS SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR
INSTRUCTIONS OF THE ENGINEER AND/OR OWNERS REPRESENTATIVE DO NOTSCALE
DRAWINGS.
7. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR
COMPLETE SYSTEMS, INCLUDING ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO
COMPLETE INSTALLATION, WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL
BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED, AND DEMONSTRATED TO BE READY FOR
OPERATION PRIOR TO OWNER'S ACCEPTANCE.
B. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR SOIL EROSION AND
SEDIMENT CONTROL, AND OTHER REQUIREMENTS OF GOVERNMENTAL AUTHORITIES HAVING
JURISDICTION
9. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS,
CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY
THE AUTHORITIES HAVING JURISDICTION. DELIVER CERTIFICATES TO THE OWNER PRIOR TO
FINAL ACCEPTANCE OF THE WORK
111. THE CONTRACTOR SHALL MAINTAIN BENCHMARKS AND OTHER ELEVATION CONTROL
POINTS AND SHALL REESTABLISH, IF DISTURBED OR DESTORYED, AT NO ADDITIONAL COSTTO
THE OWNER
11, THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING OFTOWER IN
ACCORDANCE WITH FAA REQUIREMENTS AS CONSTRUCTION OF TOWER PROGRESSES. THE
CONTRACTOR SHALL MAINTAIN TEMPORARY POWER AND LIGHTING UNTIL PERMANENT POWER
AND LIGHTING ARE PROVIDED.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND OR RESTORATION OF ANY
DAMAGE TO THE EXISTING ACCESS ROADWAY AND ANY ADJACENT SITE AREAS AS A RESULT
OF HIS USE DURING CONSTRUCTION. ALL DISTURBED AND DAMAGED AREAS SHALL BE
RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK
13. THE CONTRACTOR SHALL REMOVE ALL WASTE, DEBRIS, AND TRASH FORM SITE AND
DISPOSE OF IN A LEGAL MANNER-
14.
ANNER14. UPON COMPLETION OF WORK, OR AS DIRECTED BY EROSION CONTROL AUTHORITIES, ALL
DISTURBED AREAS NOT IMPROVED WITH GRAVEL SHALL BE SEEDED WITH PERMANENT
SEEDING MATERIAL SUITABLE FOR THE LOCAL GROWING AREA
15. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISITTHE JOB SITE AND BE
SOLELY RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS
AND CONFIRMING THATTHE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING
WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BEBROUGHTTOTHE ATTENTION OFTHE
PROJECT MANAGER
18. THE CONTRACTOR SHALL RECEIVE IN WRITING, AUTHORIZATION TO PROCEED BEFORE
STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT
DOCUMENTS.
17. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE INDICATED OR SPECIFICALLY
WHERE LOCAL CODES, OR REGULATIONS TAKE PRECEDENCE
18. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE
WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE
ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL
ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK
MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL
APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
19. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECTTHE WORK, USING BEST
SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
COORDINATION ALL PORTIONS OF THE WORK UNDER THECONTRACT INCLUDING CONTACT AND
COORDINATION WITH THE PROJECT MANAGER AND WITH THE LANDLORD'S AUTHORIZED
REPRESENTATIVE
20. -DETAILS ARE 1NTENDEDTO SHOW END RESULT OF DESIGN: MINOR MODIFICATIONS ! AY EE
REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS WILL BE
INCLUDED AS PART OF THE WORK
21. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS, PAVING, CURBS; GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF
WORK, REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTIONTOTHE
SATISFACTION OF THE PROJECT MANAGER
22 KEEP GENERAL AREA CLEAN, HAZARD FREE AND DISPOSE OF ALL DIRT, DEBRIS RUBBISH
AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE
PREMISES IN CLEAN CONDITION AND FREE FROM PAI NT SPOTS, DUST, OR SMUDGES OF ANY
NATURE
23. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 10 WORKING
DAYS OF PROJECT COMPLETION
24. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE BONUDARY
SURVEY DRAWING, WILL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE
NORTH AT THE SITE THE CONTRACTOR WILL RELY SOLELY ON THE BOUNDARY SURVEY
DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABUSHMENT OF TRUE
NORTH, AND WILL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY
DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS
AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE BOUNDARY SURVEY. THE
CONTRACTOR WILL ASSUME SOLE LIABILFTY FOR ANY FAILURE TO NOTIFY THE ENGINEER
SPECIFICATIONS
TABLE OF CONTENTS
SECTION TITLE
DIVISION 1 - GENERAL REDLY ffFMENTS
1100 SUMMARY
1300 ADMINISTRATIVE REQUIREMENTS
1400 QUALITY REQUIREMENTS
1700 EXECUTION REQUIREMENTS
DIVISION 2 - SITE CO NSTIiU_CTTON
2300 EARTHWORK
2324 TRENCHING
2370 EROSION AND SEDIMENTATION CONTROL
2730 GRAVEL SURFACING
DI VISIO'd i . CONDRET
3100 CONCRETE FORMS AND ACCESSORIES
3200 CONCRETEREINFORCEMENT
3300 CAST -IN-PLACE CONCRETE
DIVISION 1 - GENERAL REQUIREMENTS
SECTION 1100 -SUMMARY
PART 1 -GENERAL
1.1 PURPOSE AND INTENT
A THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS
ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE
MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THIS
PROJECT.
B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY
EXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING
BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER
IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED
IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN
REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT
REQUIREMENTS SHALL APPLY.
C. THE INTENTION OFTHE DOCUMENTS IS TO INCLUDE ALL LABOR AND
MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION
AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT.
D. THE PURPOSE OF THE CONSTRUCTION SPECIFICATIONS IS TO
INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE
METHOD OFTHE PROCEDURE, TYPE AND QUALITY OF MATERIALS
REQUIRED TO COMPLETE THE WORK
E MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED
AND SHALL BE CONSIDERED AS PART OF THE WORK NO CHANGES
THAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR
PERMITTED BY THE OWNER WITHOUT ISSUING A CHANGE ORDER
PART 2 -PRODUCTS
NOT USED
PART 3 -EXECUTION
NOT USED
SECTION 1300 -ADMINISTRATIVE REQUIREMENTS
PART 1 -GENERAL
1.1 CONFLICTS
A VERIFYALL MEASUREMENTS AT THE SITE BEFORE ORDERING
MATERIAL OR DOING ANY WORK NO EXTRA CHARGE OR
COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN
ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMIT
NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE FOR
RESOLUTION BEFORE PROCEEDING WITH THE WORK
B. THE BIDDER IFAWAR13EDTHE CONTRACT, WILL NOT BE ALLOWED
ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING
CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED
- HIMSELF PRIOR TO BIDDING.---- """ "- "----- -""----'-"- -- - -
C. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF
DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF
ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF
THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR
OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY
DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION
DOCUMENTS GOVERNING THE WORK
1.2 CHANGE ORDER CONFLICTS
A CHANGE ORDERS MAY BE INITIATED BY THE OWNER ANDIOR THE
CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST
FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING
THE CHANGES IN WORK OR MATERIALS AND ANY CHANGES IN THE
CONTRACT AMOUNT AND PRESENT TO THE OWNER FOR APPROVAL
SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN
ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER
PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH
ARE PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN CHANGE
ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE
FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR
1.2 CHANGE ORDER CONFLICTS
A- CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THE
CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST
FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING
THE CHANGES IN WORK OR MATERIALS AND ANY CHANGES IN THE
CONTRACT AMOUNT AND PRESENT TO THE OWNER FOR APPROVAL.
SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN
ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER
PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH
ARE PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN CHANGE
ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE
FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR
1.3 RELATED DOCUMENTS AND COORDINATION
A- CIVIL, ELECTRICAL, STRUCTURAL, TOWER DRAWINGS AND ANY OTHER
INCLUDED TRADES ARE INTERRELATED. IN PERFORMANCE OF THE WORK,
THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION
IS THE RESPONSIBILITY OF THE CONTRACTOR
1.4 SHOP DRAWINGS
A A CONTRACTOR TO SUBMIT SHOP DRAWINGS AS REQUREDTOTHE
OWNER FOR APPROVAL
1.5 PRODUCTS AND SUBSTITUTIONS
A SUBMIT3 COPIES OF EACH REQUEST FOR SUSSTTTUI70N, INEACH
REQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION
METHOD TO BE REPLACED BYTHE SUBSTITUTION. INCLUDE RELATED
SPECIFICATIONS SECTION AND DRAWING NUMBERS AND COMPLETE
DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR
SUBSTITUTIONS.
B- SUBMITALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH
PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND
MATERIALS BEING INSTALLED, THE CONTRACTOR SHALL, IF DEEMED
NECESSARY BY THE OWNER, SUBMIT ACTUAL SAMPLES TO THE OWNER
FOR APPROVAL IN LIEU OF CUT SHEETS.
1.6 ADMINISTRATION
A BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL
ASSIGN A PROJECT MANAGER WHO WILL ACT ASA SINGLE POINT OF
CONTACTFORALL PERSONNEL INVOLVED IN THE PROJECT. THIS
PROJECT MANAGER WILL DEVELOP AMASTER SCHEDULE FOR THE
PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR TO THE
COMMENCEMENT OF ANY WORK.
B. SUBMIT A BAR CHART TYPE PROGRESS SCHEDULE NOTMORETHAN3
DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE
WORKON THESCHEDULE. INDICATE A TIME BAR FOR EACH MAJOR
CATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE, PROPERLY
SEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK
SHOW COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE
DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK
C. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE
AN'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 MEANSOFCONSTANT
COMMUNICATIONS, SUCH AS MOBILE PHONE ORSEEPER. THIS
EQUIPMENT WILL NOT BE SUPPLIED BYTHE OWNER NOR WILL CELLULAR
SERVICE BE ARRANGED.
E. PROVIDE DAILY UPDATES ON SITE PROGRESS. EITHER VERBAL OR
WRITTEN,
F. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS
REQUIRED PRIOR TO START OF CONSTRUCTION.
G. THE OWNER SHALL BE NOTIFIED NO LESS THAN 46 HOURS IN ADVANCE OF
CONCRETE POURS, TOWER ERECTIONS, AND SHELTER PLACEMENTS.
1.7 INSURANCE AND BONDS
A. CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND MAINTAIN FOR
THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND
_ SHALL NOT COIMMENCE HIS WORK UNTIL HE HAS PRESENTED A
CER TIFICATE€S�0FINSURANCE STATINGALL REQUIREDCOVERAGE'S.
THfS REQUIREMENT APPLIES TQ ANY SUSCONTRACTORS USEO SYTHE
GENERAL CONTRACTOR THAT HAVE BEEN APPROVED BY THE OWNER
PART 2 -PRODUCTS
NOT USED
PART 3 - EXECUTION
1.1 PHOTOS
A PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION
INSTALLATION, GROUNDING, AND TRENCHING AFTER PLACEMENT OF
UTILITIES PRIOR TO BACKFILL
a
OF Al SECTION 14110 -QUALITY REQUIREMENTS PART1-GENERAL ,°
1.1 CODESLst1 t>a
A CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING
ALL LAWS, REGULATIONS, AND RULES PROMULGATED BY FEDERAL
STATEAND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE.
THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE
LAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE
SPECIFICATIONS.
1.2 LICENSING
A. HAVE AND MAINTAIN A VALID CONTRACTOR'S LICENSE FOR THE
LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR
JURISDICTIONS THAT LICENSE INDIVIGUALTRADES, THE TRAOESMAN
DR SUBCONTRACTOR'S PERFORMING THOSE TRADES SHALL BE
LICENSED. Ri SEARCH AND COMPLY WrM LICENSING LAWS, PAY
LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS
REGARDING THESE LAWS.
'13 BUILDING PERMITS
U
A. OWNER WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE
JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW,
CONTRACTOR WILL SUBMIT LICENSING AND WORKMANS
COMPENSATTONINFORMATIONTDTFLJURISDICTIONAS REQUIRED
TO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE
AND SCHEDULE REQUIRED INSPECTIDNS AND POST REOUtRED
PERMITS AT THE JOB SITE COMPLY WITH SPECIFIC PROJECT
RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING
INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH
WORK THAT MAY MAY BE BEYOND THE SCOPE OF THE CONTRACT OR
DEVIATE FROM THE CONSTRUCTION DOCUMENTS- OWNER WILL
REIMBURSETHECONTRACTOR FOR FEES, FOR PLAN REVIEW,
BUILDING PERMIT, CONNECTIONS, AND INSPECTION.
1A ZONING REGULATIONS AND CONDITIONAL USE PERMITS
A. OWNER WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL
USE PERMITS, SOME USE PERMITS MAY HAVE SPECIFIC
REQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION, SUCH
AS NOISE REGULATICNS, HOURS OF WORK, ACCESS LIMITATIONS,
ETC. THECONSTRUCTION MANAGER WILL INFORM 7111= CONTRACTOR
OF THESE REQUIREMENTS AT THE PRE-BID MEETING OR AS SHOWN IN
CONSTRUCTION DOCUMENTS.
PART2-PRODUCTS
NOT USED
PART 3- EXECUTION
NOT USED
SECTION 1700 -EXECUTION REQUIRBIEN175
PART 1 -GENERAL
1.1 CLEANING
A. KEEP THE SITE FREE FROM ACCUNIULA71ON OF WASTE AND RUBBISH
CAUSED BY EMPLOYEES. ATTHE COMPLETIONOFTHEWORK,
REMOVEALL WASTE AND NON -CONSTRUCTION MATERIAL, INCLUDING
ALL CONTRACTOR TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL
AND LEAVE SITE CLEAN AND READY FOR USE
13 OSHA
A FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS, AND STATE
LAWS BASED INTHE FEDERALOCCUPATI ONAL SAFETY AND HEALTH
ACT. THESE REGULATIONS INCLUDE, BUT ARE NOT LIMITED T0,
REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY,
EXCAVATIONS AND TRENCHING, AND WORK IN CONFINED SPACES.
ENSURETHAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD
HATS ATALLTIMES DURING CONSTRUCTIOM
1.3 FAA PERMIT AND TOWER LIGHTING
A REFER TO 00NSTRUCTION MANAGER FOR FAA AND STATE LIGHTING
....... REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY FAA.......
APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL
1.4 TOWER SECURITY
A TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN
24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE
TOWER AREA TO REMAIN OPEN OR UNATTENDED AT ANYTIME FOR
ANY REASON. KEEPTHE GATE CLOSED AND LOCKED WHEN NOT IN
USE
1.5 SITE CONTROL
A THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT
OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE
TO ADJACENT OR DOWNSTREAM PROPERTIES WILL SE CORRECTED
BY THE CONTRACTOR AT NO EXPENSE TO OWNER
B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL
TIMES. DQ NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO
STRUCTURES OR WORK ON THE SETS CAUSED BY INADEQUATE
16VUNTENANCE OF DRAINAGE PROVISIONS WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED
WITH REPAIRS FOR SUCH DAMAGE WILL BE ATTHE CONTRACTOR'S
EXPENSE
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C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFFSITE
OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN
ACCORDANCE WITH JURISDICTIONALAUTHORn7ES.
PART2-PRODUCTS
NOT USED
PART 3 -EXECUTION
NOT USED
DIVISION 2 -SITE CONSTRUCTION
SECTION 2300 - EARTHWORK
PART 1 -GENERAL
1.1 SECTION INCLUDES:
A EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR
STRUCTURES, SITE IMPROVEMENTS, AND UTILITIES,
B. MATERIALS FOR SUBBASE, DRAINAGE FILL, FILL, BACKFILL, AND
GRAVEL 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 AS
REQUIRED.
1.2 RELATED SECTIONS
A. 2324 TRENCHING
B. 2370 EROSION AND SEDIMENTATION CONTROL
1.3 QUALITY ASSURANCE
A COMPACTION: UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS,
AND WALKWAYS WILL OBTAINA 95 PERCENT COMPACTIONATA
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN
PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT.
S. GRADING TOLERANCES OUTSIDE BUILDING LINES:
1. LAWNS, UNPAVED AREAS, AND WALKS, PLUS OR MINUS 1 INCH.
2 UNDER PAVEMENTS, PLUS OR MINUS 112INCH.
C. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE
APPLICATIONS: PLUS OR MINUS 112 INCH MEASURED WITH 10 FOOT
STRAIGHTEDGE
PART 2 -PRODUCTS
2.1 MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS
NOTED IN CONSTRUCTION DOCUMENTS.)
A SUBBASE MATERIAL, GRADED MIXTURE OF NATURAL OR CRUSHED
GRAVEL, CRUSHED STONE OR SLAG, AND NATURAL SAND.
B. WASHED MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE
OR GRAVEL, WITH 95 PERCENT PASSING A 1 112 INCH SIEVE
C. GRADING MATERIAL" SATISFACTORY NATIVE OR IMPORTED SOIL
MATERIALS FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 21NCHES
IN ANY DIMENSION. DEBRIS, WASTE, FROZEN MATERIALS, AND
OTHER UNUSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE
IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT OF NO MORE
THAN 5 PERCENT.
0. BACKFILL MATERIALS: SATISFACTORY NON -COHESIVE NATIVE OR
IMPORTED SOILS FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 4
INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS,
AND OTHER UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALL
HAVE A CLAY CONTENTOF NO MORETHAN5PERCENT.
PART 3 - EXECUTION
3,1 GRADING AND SUBGRAOE PREPARATION
A USING ONSITE EXCAVATION MATERIALS, SHAPE, TRIM, FINISH, AND
COMPACT SURFACE AREAS TO CONFORM TO THE LINES,GRADES,
AND CROSS SECTIONS SHOWN ON THE DRAWINGS OR AS
DESIGNATED BY_THECONSTRUCTION_MANAGER - _ _ ___
S. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR
EROSION.
C. ELIMINATE WHEEL RUTS BY REGRADING.
0. COMPACT THE TOP 12 INCHES OF SUBGRADE IN AREAS UNDERLYING
NEW GRAVEL, PAVING, FLOOR SLABS, AND STRUCTURES TO 95
PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
0.1557, WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE
CONTENT.
E CONSTRUCT FINISHED SURFACE OF GRADED AREAS WITHIN ONE
INCH FROM SPECIFIED GRAOE.
F. 00 NOT STOCKPILE MATERIALS ON TOP OFSUBGRADE UNLESS
AUTHORIZED BY CONSTRUCTION MANAGER-
3-2
ANAGER
32 EXCAVATION AND FILL
A EXCAVATE TO DEPTH, LINES, AND GRADES SHOWN ON THE PLANS OR
AS OTHERWISE SPECIFIED.
B. TEMPORARILY STOCKPILE ON-SITE EXCAVATION ATAN APPROVED
LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING IS
COMPLETE. STOCKPILE SHALL NOT EXCEED 15 FEET 1N HEIGHT.
C. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFFSITE
3.3 EMBANKMENT AND BACKFILL
A CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE
DRAWINGS.
B. CONSTRUCT EMBANKMENT FROM ONSITE EXCAVATION MATERIALS
WHEN SUITABLE USE IMPORTED BACKFILL ONLY AFTER AVAILABLE
ON-SITE EXCAVATION MATERIALS HAVE BEEN USED.
C. CONSTRUCT IN LIFTS OF NOT MORE THAN 9 INCHES IN LOOSE DEPTH.
THE FULL WIDTH OFTHE CROSS SECTION SHALL BE BRDUGHTUP
UNIFORMLY.
D. MATERIAL SHALL BE PLACED IN LAYERS AND SHALL BE NEAR
OPTIMUM MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE
PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL
AND MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENT
THROUGHOUT THE LAYER MAY BE REQUIRED. SUCHOPERATIONS
SHALL BE INCLUDED IN THE APPROPRIATE BIO ITEM. SHOULD THE
MATERIAL BE TOO WET TO PERMIT PROPER COMPACTION, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH AN
ACCEPTABLE MOISTURE CONTENT.
E DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT, AND DO NOT
PLACE EMBANKMENT MATERIAL UPON FROZEN MATERIAL
F. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF
EMB,AMOMENTSAND THE REPLACEMENT OFANY PORTION WHICH HAS
BECOME DISPLACED DUE TO THE CONTRACTOR'S OPERATIONS -
G. START LAYERS IN THE DEEPEST PORTION OF THE FILL, AND AS
PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY
PARALLEL TO THE FINISHED GRADE LINE
H. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULL
WIDTH OF EMBANKMENTTO ENSURE UNIFORMITY OF MATERIAL
PLACEMENT.
I. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOOR
SLABS, AND STRUCTURES TO 95 PERCENT MAXIMUM DRY DENSITY,
AS DETERMINED BY ASTM D-1557, WITHIN PLUS OR MINUS 3 PERCENT
OF OPTIMUM MOISTURE CONTENT. COMPACT NONSTRUCTURAL
AREA EMBANKMENTS TO A MINIMUM OF 90 OF MAXIMUM DRY DENSITY.
SECTION 2324 -TRENCHING
PART1-GENERAL
CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICE
BEFORE ANY EXCAVATION OR TRENCHING.
1.1 PIPE DETECTION AND IDENTIFICATION:
A ALL ELECTRIC SERVICE TRENCHES SHALL BE MARKED WITH WARNING
TAPE
1.2 TRENCH PROTECTION
A PROVIDE MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO
PROTECT TRENCHES AT ALL TIMES.
B. SHEETING AND BRACING: MEET OR EXCEED OSHA REQUIREMENTS.
PART2-PRODUCTS
2.1 MATERIALS:
A. FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE, FROM
MATERIALS EXCAVATED FROM TRENCHES ON SITE STRUCTURAL
FILL, SAND, OR SLURRY SHALL BE APPROVED BY THE CONSTRUCTION
MANAGER AND SHALL CONFORM TO LOCAL GOVERNING
JURISDICTIONS AND UTILITY COMPANY REQUIREMENTS. THE FILL
MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS, NOR
SHALL CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALS
DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE
ENVIRONMENTAL PROTECTION AGENCY {EPA). THE FILL MATERIAL
SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THE
MATERIAL
PART 3 - EXECUTION
3.1 TRENCH EXCAVATION
A DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR AS
DIRECTED BY CONSTRUCTION MANAGER
B. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR
SATISFACTORY CONSTRUCTION AND INSPECTION OF THE PROJECT,
WITHOUT ENDANGERING OTHER. CONSTRUCTION WORK OR -
ADJACENT FACILITIES.
C. DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL
PROPERLY, AS DIRECTED BY CONSTRUCTION MANAGER-
0.
ANAGER0. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE
ACCOMPLISHED WITHOUT ENDANGERING EXISTING OR NEW
STRUCTURES OR OTHER FACILITIES.
32 BACKFILLING
A NOTIFY THE CONSTRUCTION MANAGER AT LEAST 24 HOURS IN
ADVANCE OF BACKFILLING.
B. BACKFILL OR BORROW SOIL SHALL BE PLACED 11412 INCH LOOSE
LIFTS WHEN UTILIZING HEAVYCOMPACTION EQUIPMENT ORB INCH
LODSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS -
C. PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM
IMPACT, OR UNBALANCED LOADING TO AVOID DISPLACEMENT OF
CONDUIT ANDIOR STRUCTURES. DO NOT FREE FALL BACKFILL INTO
TRENCH UNTIL AT LEAST 12 INCHES OF COVER IS OVER THE CONDUIT.
3.3 COMPACTION
A COMPACT BACKFILL TO A 95 PERCENT OF MAXIMUM DRY DENSITY, AS
DETERMINED BY ASTM D-1557, WITHIN PLUS OR MINUS 3 PERCENT OF
OPTIMUM MOISTURE CONTENT.
B. IF REQUIRED COMPACTION DENSITY HAS NOT BEEN OBTAINED, REMOVE
THE BACKFlLL FROM THE TRENCH OR STRUCTURE, REPLACE WITH
APPROVEDBACKFILL, AND RECOMPACTAS SPECIFIED.
C. ANY SUBSEQUENT SETTLEMENT OFTRENCH OR STRUCTURE
SACKFILL DURING MAINTENANCE PERIOD SHALL BE CONSIDERED THE
RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY
CORRECTED.
SECTION 2370 - EROSION AND SEDIMENTATION CONTROL
PART 1 -GENERAL
1.1 SECTION INCLUDES APPLICATION OF GEOTEXnLE FABRIC IN THE
LOCATIONS AND LIMITS AS SHOWN ON THE SITE DRAWINGS.
PART 2 -PRODUCTS
2.1 GEOTEJITILE FABRIC:
A MANUFACTURER AND TYPE AS NOTED ON DRAWINGS.
PART 3 - EXECUTION
3.1 GEOTEXTILE FABRIC:
A. LAY GEOTEXTILE FABRIC OVER COMPACTED SUBGRAOEASPER
DRAWINGS IN THE COMPOUND AREA AND UNDER LENGTH OF ROAD
(WHEN REQUIRED). LAP ALL JOINTS TO A MINIMUM OF 35 INCHES,
SECTION 2730 -GRAVEL SURFACING
PART 1 -GENERAL
1.1 SECTION INCLUDES: APPLICATION OF GRAVEL SURFACE COURSE IN
COMPOUND AREA AND ACCESS ROADS AS SHOWN IN THE DRAWINGS.
PART 2 -PRODUCTS
2.1 GRAVEL MATERIAL.'
A CONFORMING TO GRADATION SCHEDULE ON DRAWINGS.
PART 3 - EXECUTION
3.1 PREPARATION
A VERIFY SUBSTRATE IS DRY AND THAT GRADIENTS AND ELEVATIONS
ARE CORRECT.
S. CORRECT IRREGULARITIES IN SUBSTRATE BY SCARIFYING,
RESHAPING, AND RECOMPACTING.
C. DO NOT PLACE AGGREGATE ON SOFT MUDDY, OR FR07EN
SURFACES
32 GRAVEL PLACEMENT
A CONSTRUCT GRAVEL SURFACED AREAS USING CRUSHED
AGGREGATE BASE AND FINISH COURSES AS SPECIFIED BY
CONSTRUCTION MANAGER ORAS SHOWN IN DRAWINGS.
B. SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE.
DIVISION 3 -CONCRETE
SECTION 3100 -CONCRETE FORMS AND ACCESSORIES
PART 1- GENERAL
1.1 SECTION INCLUDES: FORMWORKFORGAST-IN-PEACE CONCRETE,
WITH SHORING, BRACING, AND ANCHORAGE, OPENINGS FOR OTHER
WORK, FORM ACCESSORIES, AND FORM STRIPPING,
1.2 DESIGN AND CONSTRUCT FORMWORK, SHORING, AND BRACING TO
CONFORM TO CODE REQUIREMENTS; RESULTING CONCRETE SHALL
CONFORM TO DESIRED SHAPE, LINE, AND DIMENSIONS,
PART 2- PRODUCTS
2.1 FORMS: SMOOTH AND FREE OF SURFACE IRREGLxARITIES.
PLYWOOD FORMS SHALL CONFORM TO APA TYPE B -S STRUCTURAL 1
EXTERIOR GRADE-
2.2
RADE2.2 FORM RELEASEAGENTS: COLORLESS MINERAL OIL WHICH WILL NOT
STAIN CONCRETE, ABSORB MOISTURE, OR IMPAIR NATURAL BONDING
OR COLOR CHARACTERISTICS OF COATING INTENDED FOR USE ON
CONCRETE
PART 3 - EXECUTION
3.1 WTL1 FORMS;_ HAND T . IM SIDES, AN0 807C M OF. EAR, TH-F.O.RMS.
REMOVE LOOSE SOIL PRIOR TO PLACING CONCRETE.
3.2 OPENINGS: PROVIDE FORMED OPENINGS WHERE SHOWN ON
DRAWINGS AND AS REQUIRED FOR UTILITIES AND OTHER TRADES.
3.3 FORM REMOVAL' UPON COMPLETION, REMOVE ALL FORMS,
INCLUDING THOSE CONCEALED OR BURIED.
SECTION 3200 - CONCRETE REINFORCEMENT
PART 1 -GENERAL
1.1 SECTION INCLUDES: REINFORCING STEEL BARS, WELDED WIRE
FABRIC, AND ACCESSORIES FOR CAST -IN-PLACE CONCRETE
CONSTRUCTION MANAGER
1.2 QUALITY ASSURANCE: UNLESS OTHERWISE NOTED, ALL DETAILING,
FABRICATIONAND PLACING OFREINFORCINGSTEELSHALLCONFORM
TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES (AC1315).
PART 2 -PRODUCTS
2.1 REFER TO STRUCTURAL DRAWINGS FOR ALL MATERIAL
REQUIREMENTS.
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3.1 HEATING AND WELDING OF BARS IS PROHIBITED WITH THE ,¢lye xo. 1177 ,L)
EXCEPTION OF WRITTEN APPROVAL BYTHE STRUCTURAL ENGINEER. {
3.2 ALL REINFORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE
3.3 CONCRETE COVER
A UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL HAVE A
MINIMUM CONCRETE COVERAGE OF 3INCHES. THIS MAY REQUIRE
SPACERS AND CHAIRS AS REQUIRED BY TESTING AGENCY OR
CONSTRUCTION MANAGER-
SECTION
ANAGER
SECTION 330D- CAST -IN-PLACE CONCRETE
PART 1 -GENERAL
IA SECTION INCLUDES: STRUCTURAL CONCRETE {FOOTINGS,
FOUNDATIONS, ETC.j, SLABS ON GRADE, CONTROL, EXPANSION, OR
CONTRACTION JOINTS, CONCREiEFINISHING.
12 REFERENCES: ASTM C94 - SPECIFICATION FOR READY MIXED CONCRETE
PART2-PRODUCTS
2-1 READY MIXED CONCREM ALL CONCRETE SHALL COMPLY WITH
ASTM C94 UNLESS NOTED OTHERWISE
22 MINIMUM COMPRESSIVE STRENGTH (FC)AT 2H DAYS: 4000 PSI FOR
TOWER FOUNDATION, AND 3000 PSI FOR ALL OTHER CONCRETE
UNLESS SPECIFIED IN DRAWINGS
2.3 AIR ENTRAINMENT: PROVIDE 5% t 1.0% AIR ENTRAINMENT FORALL
CONCRETE
SECTION 3 -EXECUTION
3.1 CONCRETE TESTING. ALL FOUNDATION CONCRETE SHALL BE TESTED
BY AN INDEPENDENTTESTING AGENCYAPPROVED BY THE
CONSTRUCTION MANAGER. ALL STRUCTURAL TOWER FOUNDATION
CONCRETE MUST BE TESTED. EQUIPMENT OR BUILDING PADS ARE
NOT REQUIRED TO BE TESTED, UNLESS OTHERWISE NOTED BY
CONSTRUCTION MANAGER PROVIDE AMINIMUM OF CYLINDERS
(2 -7 -DAY, 2-2& DAY, ISPARE) FOR EACH DAYS POUR, OR FOR EVERY
54YARDSPLAGED-WHICHEVERiSGRFAIER. ADDITIONAL TESTS OR
CYLINDERS N1AY BE REQUIRED BY CONSTRUCTION MANAGER. A
SLUMP, AIR AND TEMPERATURE TEST SHALL BE PERFORMED FOR
EACH SET OF CYLINDERS CAST. PREFERABLY. TESTS SHALL Sr
PERFORMED AT THE LOCATION OF ANCHOR BOLTS (PIERS - FOR MAT
&PIERS,CAISSONS -TOP 113 OF CAISSON}- TESTS SHALL ALSO BE
REQUIRED FOR CONCRETE CONSIDERED BEING LESS THAN
OESIREASLE THE TESTING AGENCY HAS THE AUTHORITY TO NOT
ACCEPT CONCRETE NOT MEETING THESE SPECIFICATIONS. THE
CONTRACTOR IS RESPONSIBLE FORANY CONCRETE NOT MEETING
THESE STANDARDS. THE CONTRACTOR IS RESPONSIBLE OR
COORDINATION OFTHETESTING AGENCY AMINIMUM OF24 HOURSIN
ADVANCE OF EACH FOUNDATION FOUR
32CONCRETE PLACEMENT: VIBRATE ALL CONCRETE USING SUFFICIENT
HIGH FREQUENCY, LOW AMPLITUDE MECHANICAL IMMERSION TYPE
VIBRATORS. INSERT VIBRATORS IN CONCRETE AT REGULAR
INTERVALS ANDOVER ENTIRE SURFACE TO SOLIDLY FILL CONCRETE
AROUND AND BETWEEN REINFORCEMENT BARS AND INTO CORNERS
AND IRREGULARITIES, VIBRATE EACH UFT THOROUGHLY.
DISCONTINUE VIBRATION WHENRISING ENTRAPPED AIR BUBBLES
STOP BREAKING THE LEVELING SURFACE DO NOT OVERVIBRATEAS
THIS MAY CAUSE SEGREGATION.
3.3 CONCRETE FINISHING
A THESE PROVISIONS APPLY TO ALL EXPOSED AND ALL FORMED
CONCRETE, EXTERIOR OR INTERIOR, UNLESS SPECIFICALLY
DETAILED OTHERWISE PERFORM PROCEDURES PRIOR TO
AP PLICATION OF ANY CURING COMPOUNDS.
B. ALL SURFACES: THOROUGHLY CLEAN OF ALL STAINS, SPATTER AND
LOOSE MATERIAL
C. FINS, RIDGES, HIGH SPOTS: HONE SMOOTH WITH ABRASIVE POWER
GRINDERS WHILE CONCRETE 15 GREEN, IMMEDIATELY AFTER FORM
REMOVAL
D. FORM TIE HOLES AND DEEP DEPRESSIONS: FLUSH THOROUGHLY
WITH CLEAN WATER AND TAMP TO OVERFULL WITH DRYPACK. CURE
10 DAYS AND HONE FLUSH AND SMOOTH.
....-. E ROOK PQCACETS, HONEYCOMB, SAND STREAKS, DEBRIS AND VCIDS:
CUT GIST AT LEAST 1 INCH DEEP WITH SIDES PERPENDICULAR TO
SURFACE. FLUSH OUT WITH CLEAN WATER, COAT SURFACE WITH
NEAT CEMENT PASTE AND TAMP TO OVERFULL WITH DRYPACK IN AT
LEAST TWO LAYERS. CURE FOR 10 DAYS AND HONE FLUSHED AND
SMOOTH.
F. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL
ELECTRICAL OPENINGS IN EQUIPMENTIBUILDING PADS WITH THE
ELECTRICAL DRAWINGS AND SHOP DRAWINGS. R SHALL BE THE
CONTRACTOR'S RESPONSIBILTIYTO PROVIDE ALL OPENINGS AND
SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES,
CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND
VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT
SHOWN ON STRUCTURAL DRAWINGS. PRIORTOPOURING CONCRETE
THE INDEPENDENT TESTING AGENCY SHALL INSPECT ALL
FOUNDATION STEEL AND FOUNDATION SUBGRADE
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SHEET No.
8,1
GENERAL CONSTRUCTION NOTES:
1. THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY.
2. PLA145 ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY,
UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE PROVIDING MATERIALS, EQUIPMENT,
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED
ON THE DRAWINGS.
3. CONTRACTOR SHALL APPLY FOR ALL UTILITY SERVICES (POWER AND TELEPHONE) NO LATER
THAN THE NEXT BUSINESS DAY FOLLOWING AWARD OF CONTRACT. COORDINATE WITH
ELECTRIC UTILITY COMPANY FOR EXACT TRANSFORMER LOCATION, METERING REQUIREMENTS,
AND SERVICE ROUTING. COORDINATE WITH TELEPHONE COMPANY FOR EXACT TELEPHONE
REQUIREMENTS AND ROUTING OF SERVICE.
4. PRIOR TO THE SUBMISSION OF BIDS. THE CONTRACTORS WILL VISIT THE JOB SITE AND BE
RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS, AND
CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH
CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
S. WRITTEN AUTHORIZATION IS REQUIRED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY
DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS.
S. CONTRACTOR SHALL NOT COMMENCE EXCAVATION OR DIGGING UNTIL AFTER CONTRACTOR
HAS HAD UTILITY LOCATING SERVICES LOCATE AND IDENTIFY ALL EX15TING UNDERGROUND
UTILITIES AND OTHER SYSTEMS. DAMAGE CAUSED TO EXISTING SYSTEMS SHALL BE REP;IRED
BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
7.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES
OR REGULATIONS TAKE PRECEDENCE,
B. ALL WORK PERFORMED ANO MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH
ALL APPLICABLE CODES. REGULATIONS. AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL
NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES, REGULATIONS, AND LAWFUL
ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.
ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL
AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES.
ORDINANCES, AND APPLICABLE REGULATIONS.
9. THE GENERAL CONTRACTOR WILL SUPERVISE AND DIRECT THE WORK USING IHE REST SKILLS
AND ATTENTION, THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL
PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION
WITH THE OWNER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE.
10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE
REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS WILL BE
INCLUDED AS PART OF THE WORK.
11, REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLAT OF THE
SURVEY DRAWING, WILL NOT BE USED TO IDENTIFY OR ESTABLISH THE DEAMNG OF TRUE
NORTH AT THE SHE. THE CONTRACTOR WILL RELY SOLELY ON THE PLAT OF SURVEY
DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE
NORTH, AND WILL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK
IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY.
THE CONTRACTOR WILL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE
ARCHITECT/ENGINEER.
12. COORDINATE WORK WITH LOCAL UTILITY COMPANY AND CONSTRUCT TO UTILITY COMPANY
ENGINEERING PLANS AND SPECIFICATIONS. PROVIDE TRENCHING AND BACKFILL, AND PAY ALL
UTILITY FEES UNLESS NOTED OTHERWISE. THE WORK WILL INCLUDE PROVIDING MATERIALS.
EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS
INDICATED ON THE DRAWINGS.
13. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON PLANS
HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ ENGINEER AND OWNER
ASSUME NO RESPONSIBILITY AS TO SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN
ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL
BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING LOCATION OF EXISTING
UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO
OBTAIN FROM EACH UTILITY COMPANY, DETAILED INFORMATION RELATIVE TO WORKING
SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES.
DET All- REFERENCE KEY J
REF
��IIRAWIINGIIIET"
TOIL NUMBER
i
Y 8.2
`SHEET NUMBER
GROUNDING NOTES:
CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN A COPY OF VERIZON'S LATEST REVISION
OF GROUNDING REQUIREMENTS AND TO INSTALL THE SITE GROUNDING SYSTEM IN
ACCORDANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE REFERENCED DOCUMENT OR
THE REQUIREMENTS AS SHOWN IN THESE DRAWINGS, NOTE THAT THE REFERENCED
DOCUMENT ADDRESSES GROUNDING OF ITEMS THAT ARE NOT SHOWN IN THESE DRAWINGS.
2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION
REQUIREMENTS AND CONSTRUCTION MAY VARY ACCORDING TO SITE CONDITIONS. VERIFY
EXACT EQUIPMENT GROUNDING WITH EOUIPMENT MANUFACTURER AND OWNER.
3. GROUND RODS SHALL BE DRIVEN AT 6'-D" TO 10'-0" INTERVALS OF THE GROUND RING
OR RADIALS UNG. GROUND RODS SHALL NOT B£ PLACED CLOSER THAN 8'-O" APART PER
NEC 250.53. MINIMUM SPACING BETWEEN ELECTROLYTIC GROUND RODS (EGR'S) SHALL BE
20'-G" UNO.
4. INSTALL GROUND CONDUCTORS AND GROUND RODS A MINIMUM OF 18" (MAXIMUM 36") FROM
EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE.
5. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE; ABOVE GRADE CONNECTIONS:
EXOTHERMIC WELD TYPE (FENCE AMU TOWER) OR MECHANICAL TYPE (2 -HOLE LONG-EARREL
LUGS WITH MECHANICAL CONNECTORS AT EQUIPMENT). ALL HARDWARE SHALL BE STAINLESS
STEEL WITH LOCKWASHERS.
G. CLEAN EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES THOROUGHLY AND COVER
W/ (2) TWO COATS SHERWIN WILLIAMS GALVITE PAINT 83SOW3 (OR EQUIVALENT).
7, ALL ELECTRICAL AND MECHANICAL GROUND CONNECTIONS SHALL BE TO RARE BRIGHT SURFACES
AND HAVE ANTI -OXIDATION COMPOUND APPLIED TO CONNECTION (THOMAS AND at -ITS
KOPR-SHIELD).
8. THE MINIMUM BEND RADIUS FOR GROUND CONDUCTORS SHALL BE 8 INCHES FOR #5 AWG
WIRE AND 12 INCHES FOR #2 AWG AND GREATER WIRE.
9. ITEMS TO BE BONDED TO THE GROUND RING INCLUDE BUT ARE NOT LIMITED TO: CORNER
FENCE POSTS AND FENCE POSTS WITHIN 6' OF GROUND RING, GROUND BUS BARS, EQUIPMENT
CABINETS OR SHELTERS, EQUIPMENT RACKS, CABLE SUPPORT STRUCTURES, TOWER.
GENERATOR, ANY OTHER METALLIC OBJECTS WITHIN 6' OF GROUND RING,
10. GROUNDING INSTALLATIONS AND CONNECTIONS SHALL DE MADE BY ELECTRICAL CONTRACTOR.
CONTRACTOR SHALL ENSURE THAT ALL EXOTHERMIC WELD CONNECTIONS SHOOT PROPERLY
WITH NO VOIDS OR DETERIORATION TO MATERIALS, LEADS. AND OTHER COMPONENTS.
ENSURE THAT EACH LEAD IS OF SUFFICIENT LENGTH TO REACH ITS DESIGNATED TERMINATION
POINT OR 24" INTO SHELTER OR EQUIPMENT CABINET, WHICHEVER 15 LONGER.
11. OBSERVE NEC AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING.
12. GROUNDING ATTACHMENT TO TOWER SHALL BE PER MANUFACTURER'S RECOMMENDATIONS
OR AT GROUNDING POINTS PROVIDED (4 MINIMUM).
13. GROUND COAXIAL RF CABLES USING GROUND KITS TO GROUND BARS AT TOP, MIDDLE, AND
BOTTOM OF TOWER, SEE DRAWING 7.1 FOR DETAILS.
14. ALL EXPOSED GROUND LEADS TO GROUND RING SHALL BE ENCASED IN 3/4" PVC OR FLEXIBLE
TYPE CONDUIT TO 24" BELOW GRADE.
15. THE CONTRACTOR SHALL PERFORM BOTH PRE -CONSTRUCTION AND POST -CONSTRUCTION
GROUND RESISTANCE MEGGER TESTS ON THE GROUNDING SYSTEM AND SHALL SUBMIT RESULTS
IN WRITING TO THE CONSTRUCTION MANAGER. CONDUCT TESTS IN DRY WEATHER, NO LESS
THAN 48 HOURS AFTER RAINFALL, AND IN ACCORDANCE WITH THE FALL -OF -POTENTIAL
METHOD DEFINED IN IEEC Bi "GUIUE FOR MEASURING EARTH RESISTIVITY".
15. NOTIFY CONSTRUCTION MANAGER WHEN GROUNDING SYSTEM IS COMPLETE AND READY FOR
INSPECTION PRIOR TO BACKFILLING. AFTER INSPECTION, BACKFILL ALL EXCAVATION WORK
WITH SUITABLE MATERIAL AND COMPACT THOROUGHLY IN 8" LIFTS TO AVOID SINKING.
ABBREVIATIONS 1
A, AMP AMPERES
MCB
MAIN CIRCUIT BREAKER
ABT
ABOUT
MLO
MAIN LUGS ONLY
AFF. -
-ABOVE FINISHED FLOOR-
MTD
MOUNTED _
AFG
ABOVE FINISHED GRADE
N
NEUTRAL
BLDG
BUILDING
NEC
NATIONAL ELECTRICAL CODE
C
CONDUIT
NIC
NOT IN CONTRACT
CAT
CATALOG
NO
NUMBER
CKT
CIRCUIT
NTS
NOT TO SCALE
DWG
ORAWING(S)
RECEPT
RECEPTACLE
EGR
ELECTROLYTIC GROUND ROD
READ
REQUIRED
EQPT
EQUIPMENT
SCH
SCHEDULE
EXIST
EXISTING
TYP
TYPICAL
FRO
FURNISHED BY OTHERS
UG
UNDERGROUND
FWE
FURNISHED W/ EQUIPMENT
LINO
UNLESS NOTED OTHERWISE
GFI
GROUND FAULT INTERRUPTER
V
VOLT(S)
GNU
GROUND
WP
INDICATES WEATHERPROOF
JB
JUNCTION BOX
XFMR
TRANSFORMER
LTG
LIGHTING
rg.Q2F111
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SERVICE ROUTING NOTES:
1. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR
INSTALLATION EXACT METER BASE TYPE AND OF INCOMING SERVICE
CONDUCTORS AND REQUIREMENTS. VERIFY EXACT LOCATION OF EQUIPMENT
WITH CONSTRUCTION MANAGER PRIOR TO INSTALLATION.
2. CONDUIT LINES SHALL HAVE A CONTINUOUS SLOPE DOWNWARD AND AWAY FROM THE
EOUIPMENT TO THE PROPERTY LINE SO THAT WATER WILL FLOW AWAY FROM THE EQUIPMENT.
TRENCHES SHALL BE EXCAVATED ALONG STRAIGHT LINES BEFORE CONDUITS ARE LAID SO THAT
THE ELEVATION CAN BE ADJUSTED. IF NECESSARY. TO AVOID UNSEEN OBSTRUCTIONS.
MANUFACTURED BENDS SHALL HAVE A MINIMUM RADIUS OF 36" FOR CONDUrrS-
3. ALL CONDUITS SHALL BE SEALED WEATHERTIGHT ON INTERIOR AND EXTERIOR OF EQUIPMENT
OR SHELTER TO PREVENT MOISTURE INFILTRATION. SEALANTS SHALL BE IDENTIFIED FOR USE
WITH THE CABLE INSULATION. SHIELD, OR OTHER COMPONENTS.
4. CELLULAR EQUIPMENT CABINETS OR SHELTERS SHALL BE FURNISHEO BY RESPECTIVE CARRIER
AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN EQUIPMENT DRAWINGS AND
SPECIFICATIONS TO VERIFY EXACT INSTALLATION DETAILS AND REQUIREMENTS WHICH MAY
NOT BE SPECIFICALLY ADDRESSED WITHIN THESE DRAWINGS,
5. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES IN CONDUIT RUNS AT EACH
OCCURRENCE WHERE EXCEEDING 360 DEGREES IN TOTAL BENDS OR 300' IN LENGTH AT A
CONVENIENT INTERMEDIATE LOCATION, FULL BOXES SHALL BE SIZED PER NEC 314,
S. ON SPARE CONDUITS. PROVIDE 2 PULL STRINGS SECURELY FASTENED AT EACH END OF THE
CONDUITS. PULL STRINGS SHALL BE 200LB TEST POLYETHYLENE CORD. PROVIDE CAP ON END
OF THE CONDUITS AND MARK AS SHOWN ON THE SERVICES ROUTING PLAN.
7. MAINTAIN MINIMUM BENDING RADIUS FOR CONDUIT INSTALLATIONS PER CONDUIT/FIBER
MANUFACTURER RECOMMENDATIONS.
B. REFERENCE 6.1 FOR ONE -LINE, CONDUIT AND WIRE SIZE. AND SPECIFICATIONS.
9. PROVIDE MINIMUM OF 36 INCHES WORK CLEARANCE IN FRONT OF EQUIPMENT AND EQUIPMENT
RACKS.
10, UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UP TO THE VERTICAL SWEEP, AT WHICH
POINT THE CONDUIT SHALL BE TRANSITIONED TO SCHEDULE 80 PVC UP TO THE EQUIPMENT.
CONDUITS UNDER ROAD BEDS OR OTHER HEAVY TRFFIC AREA SHALL BE SCHEDULE 80 WITH
36" RADIUS BENDS. (HEAVY WALL).
11. SPARE CONDUITS SHALL BE CAPPED WEATHERPROOF.
12. ALL CONDUITS SHALL HAVE MEASURABLE -TYPE PULL STRINGS.
13, ALL CONDUIT RISERS SHALL BE SCHEDULE SO PVC (FURNISHED AND INSTALLED BY
CONTRACTOR) UNLESS NOTED OTHERWISE.
ELECTRICAL LEGEND
O
DRAWING NOTE REFERENCE (NOTES
NOTED, MIN. 30" BELOW GRADE OR 6"
BY SYMBOL)
®
5/8"0 X 6'-0" LONG COPPER
GREATER
CLAD STEEL GROUND ROD
®
5/$"P X 8'-0" LONG COPPER CLAD
TYPE AND SIZE AS NOTED
STEEL GROUND ROD IN INSPECTION
E UNDERGROUND ELECTRIC POWER CONDUIT,
SLEEVE
®
ELECTROLYTIC GROUND ROD (EGR),
-T-T- UNDERGROUND TELCO CONDUIT, TYPE AND
to' X 2"0, LYNCOLE XIT,
SIZE AS NOTED
ALLTEC/TERADYNE. OR EQUAL
■
EXOTHERMIC WELD CONNECTION
a
MECHANICAL CONNECTION
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AND SIZE AS NOTED
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