2005/12/13 City Council Resolution (11)RESOLUTION NO. 2005 - 354
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK
APPROVING A ANTENNA SITE LICENSE AGREEMENT WITH NEW CINGULAR
WIRELESS AT BENICIA PARK
(ASSESSOR'S PARCEL NO. 143-160-008)
WHEREAS, the City of Rohnert Park owns Assessor's Parcel Number 143 -160-
008, commonly known as Benicia Park;
WHEREAS, New Cingular Wireless desires to install telecommunication facilities
at a location within the park more specifically outlined within the lease agreement;
WHEREAS, the City has determined that the installation of telecommunication
facilities would not interfere with any existing use of park facilities;
WHEREAS, New Cingular Wireless is required to apply for land use and zoning
approvals and must meet all City development guidelines and standards;
WHEREAS, the City has negotiated a lease with New Cingular Wireless
providing the City market rate or greater compensation for the use of public property;
WHEREAS, the use of public property by New Cingular Wireless will not only
provide funding for city services, it will also improve communication services available to
the citizens of Rohnert Park; and
NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of
Rohnert Park that the lease agreement is approved and the City Manager is authorized
to execute the lease on behalf of the City.
DULY AND REGULARLY ADOPTED by the City Council of the City of Rohnert
Park this 13th day of December 2005.
CITY OF ROHNERT PARK
ayor
ABBREVIATIONS
A.B.
ANCHOR BOLT
ADJ.
ADJUSTABLE
ALUM.
ALUMINUM
APPROX.
APPROXIMATE
ARCH.
ARCHITECTURAL -
A.S.
AS SHOWN
AWG
AMERICAN WIRE GAUGE
BLDG
BUILDING
BLK.
BLOCK
BLKG.
BLOCKING
BMU
BRICK MASONRY UNIT
B.O.
BOTTOM OF
BOT.
BOTTOM
B.T.S.
BASE TRANSCEIVER STATION
BTWN
BETWEEN
CAB.
CABINET
CA
CENTERLINE
C.I.P.
CAST IN PLACE
CLG.
CEILING
CLR.
CLEAR
C.M.0
CONCRETE MASONRY UNIT
COL.
COLUMN
CONC.
CONCRETE
CONN.
CONNECTION
C. J.
CONSTRUCTION JOINT
CONT.
CONTINUOUS
CTR.
CENTER
Cu
COPPER
DBL.
DOUBLE
DET.
DETAIL
DIA.
DIAMETER
DIM.
DIMENSION
DWG.
DRAWING
(E)
EXISTING
EA.
EACH
ELEC.
ELECTRICAL
E.O.S.
EDGE OF SLAB
ELEV.
ELEVATION
EMBED.
EMBEDMENT
EQ.
EQUAL
EQUIP.
EQUIPMENT
EXIST.
EXISTING
EXP. JT
EXPANSION JOINT
EXT.
EXTERIOR
F.O.
FACE OF
F.O.C.
FACE OF CONCRETE
F.O.M.
FACE OF MASONRY
F.O.S.
FACE OF STUD
F.O.W.
FACE OF WALL
FIN. FLR
FINISHED FLOOR
FLR
FLOOR
FTC.
FOOTING
GA.
GAUGE
GALV.
GALVANIZED
GLB
GLU- LAMINATED BEAM
GRND
GROUND
HORIZ.
HORIZONTAL
HT
HEIGHT
I.D.
INSIDE DIAMETER
INCL.
INCLUDE
LONG.
LONGITUDINAL
MAS.
MASONRY
MAX.
MAXIMUM
M.D.
MACHINE BOLT
MECH,
MECHANICAL
MFR.
MANUFACTURER
MIN.
MINIMUM
MISC.
MISCELLANEOUS
M TL.
METAL
(N)
NEW
N.E.C.
NATIONAL ELECTRIC CODE
N.I.C.
NOT IN CONTRACT
N.T.S.
NOT TO SCALE
N0.
NUMBER
O.C.
ON CENTER
O.D.
OUTSIDE DIAMETER
OPP.
OPPOSITE
P.C.S.
PERSONAL COMMUNICATIONS SERVICES
PL
PLATE
PR.
PAIR
PLY,
PLYWOOD
RDWD
REDWOOD
REINF.
REINFORCE
REQ'D
REQUIRED
S.A.D.
SEE ARCH. DWGS.
SCHED.
SCHEDULE
SEC.
SECTION
S.F.
SQUARE FOOT
SHT.
SHEET
SHT'G
SHEATHING
SIM.
SIMILAR
so.
SQUARE
S.S.
STAINLESS STEEL
S.S.D.
SEE STRUCTURAL DRAWINGS
STD.
STANDARD
STL.
STEEL
STRUCT.
STRUCTURAL
T. & G.
TONGUE & GROOVE
TGL
TEMPERED GLASS
TNND
TINNED
T.O.
TOP OF
T.0 C.
TOP OF CONCRETE
T.O.M.
TOP OF MASONRY
T.O.S.
TOP OF SLAB
T.O.W.
TOP OF WALL
TS.
TUBE STEEL
T. & B.
TOP AND BOTTOM
TYP.
TYPICAL
U.B.C.
UNIFORM BUILDING CODE
U.O.N.
UNLESS OTHERWISE NOTED
VERT.
VERTICAL
V.I.F.
VERIFY IN FIELD
W/
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W/0
WITHOUT
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WHERE OCCURS
WD
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cin 9 ular SM {��g�
WIRELESS
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SYMBOLS AND MATERIALS
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NEW ANTENNA
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C1 SITE SURVEY
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CONTACT: ELLEN MAGNA'. TN: TA-
ATTN: TASfM SKINNER
S1 STRUCTURAL DETAILS
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FWD. MONUMENT
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FULL HEIGHT
PLYWOOD
1117"5° PHONE: 4154954M
E1 ELECTRICAL SITE PLAN
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SPOT ELEVATION
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E2 ELECTRICAL EQUIPMENT PLAN
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PROPERTY OWNER: CITY OF ROHNERT PARK
E3 CINGULAR ELECTRICAL DETAILS
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SET POINT
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6750 COMMERCE BLVD.
E4 T- MOBILE ELECTRICAL DETAILS
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CONT,
ROHNERT PARK, CA 94928
E5 ELECTRICAL DETAILS
TO ANTENNA
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DESCRIPTION:
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THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND
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SYSTEM WILL TRANSMIT AND RECEIVE RADIO SIGNALS FOR REGIONAL WIRELESS NETWORKS.
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PROJECT TEAM I VICINITY NIAP 1 SITE INFORMATION
auid
Land Services, Inc.
5673 West Los Positos Boulevard, Suite 215
Pleasanton, California 94588
(925) 734 -6788 Phone
(925) 734 - 67,,32 Fox
W:9
436 14th Street
Mezzanine Level Suite 100
Oakland, CA 94612
Site Acquisition: Michael Groff
Tel.: 510- 410 -3547
Planner. Nicole Tenenbaum
TEL: (415) 377 -0194
Diamond
1W Services
Engineering, Construction & Testing
3860 Industrial Way
Benicia, CA 94510
Tel: (707) 751 -5900
Fax: (707) 751 -5901
PROJECT AREI
BENICIA P
SITE ADDRESS
7471 BERNICE AVE.
ROHNERT PARK, CA 94928
N APN:143- 160 -008
NORTH
DATUM POINTS
NAD83 DATUM
LAT. N 38 °20'26.0"
LONG. W 122 °42'13.50"
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BENICIA PARK
Rohnert Park, CA
A5
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EXISTING '� AND ANTENNA COMPOUND
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BUILDING
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NEW 3 -METER BANKQ /
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BENICIA PARK
Rohnert Park, CA
E1
NEW U/G ANTENNA COAX PULL BOX
NEW BTS CABINET
SEE DETAIL 2/E3
FOR CONDUIT PLACEMENT
(8) B2 GROUND COAX JUMPER KIT TO
ELECTRICAL GROUND BUS
COPPER MAIN GROUND BUS BAR MOUNTED
TO UNISTRUT FRAME, 18" LONG x 4" HIGH x 1/4" THICK
WITH INSULATOR STAND -OFFS
LYNCOLE (800) 962 -2610, CAT. JILGB -18.
NEW 3/4" C, ,}2 INSULATED GROUND
ROUTE THROUGH SUB -BASE
NEW 3/4" C, 12 INSULATED GROUND
TYPICAL U.O.N.
NEW TELCO CABINET
SEE DETAIL 3/E3
NEW TELCO 2' CONDUIT TO POINT OF CONNECTION
TO BE DETERMINED BY TELCO COMPANY
SEE DETAILS 2/E3
SEE DETAIL i/E3
200A GENERATOR RECEPTACLE
SEE DETAIL T /E3
MANUAL TRANSFER SWITCH LOCATED
BELOW METER PANEL
j2 BARE COPPER WIRE.
LOCATED UNDER CONCRETE SLAB
GROUNDING SHOWN IS MINIMUM REQUIREMENT TO
P.G. &E. FOR ADDITIONAL GROUNDING REQUIREMENTS
PRIOR TO CONSTRUCTION.
I NEW CINGULAR TRANSFORMER
& DISCONNECT
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GROUND NEW T- MOBILE D/C & TELCO BOXES BACK
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PRE CAST CONCRETE GROUND BOX
CHRISTY yF22 BOX /FL69 - B 1/2"
FINISHED GRADE INSIDE DIAMETER x 30" HIGH, W/
FIBERLYTE LID WITH LETTERS "GROUND"
FINISHED GRADE
i TEST LOOP
COMPRESSION °
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°
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RING AS SHOWN ON E2 PLANS RING AS SHOWN ON E2 PLANS
5/8 "x10' -0" COPPER 5/8 "x10' -O' COPPER
GROUND ROD GROUND ROD
GROUND ROD WITH TEST WELL GROUND ROD
nGROUND ROD TEST WELL SCALE• NONE
STANDARD, CROSS OR QUAD POLAR ANTENNA
1/2" COAX JUMPER FROM LNA TO
ANTENNA (TYP.) DISTANCE BETWEEN LNA TO
ANTENNA NOT TO EXCEED 3 METER (10' -0')
LNA
(2) RUNS COAX CABLES TO EACH ANTENNA
SHOWN ON LAYOUT PLAN
COAX GROUND JUMPER KIT (1 EA. COAX CABLE)
NEW MONOPOLE OR ANTENNA SUPPORT POLE
3 1
\5
PANEL DESIGNATION:PFD 120/240 VOLTS, 10, 3W SURFACE MOUNTING
W/ SEPARATE GROUND BUS 120/208 VOLTS
MAIN BREAKER: 200 AMP /2P
NO.
LOAD DESCRIPTION
OA
06
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AMP
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2700
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-
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INDICATES NEW TREE POLE
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GROUND RING)
�� ANTENNA 41�Ad0 DETAIL SCALE NONE
ELECTRICAL SERVICE
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METER/MAIN SERVICE PANEL
M NEW 200A, 2P CIRCUIT BREAKER
G
NEW 2" C. (3) #3/0, /1/0 G
NEW 2" C. (3) /3/0, /2 G
��- 200 AMP GENERATOR PLUG
NEW 3/4- C. / (2 ) #'12 #12 G � NEW 200A MANUAL TRANSFER SWATCH
NEW 3/4" C. (2) #12, #12 G NEW 2" C, (3) 13 /0, q2 G
NEW POWER DISTRIBUTION PANEL
NEW LIGHT SWATCH SEE DETAIL 2/E2
NEW 1" C. (3) 18, y8 G
TYPICAL
NEW 3/4" C, (2) #12, #12 G \ NEW BTS CABINET
TYPICAL
NEW UTILITY LIGHT (6 TOTAL)
NOTE: ALL EQUIPMENT RATED 22 KAIC MINIMUM UNLESS OTHERWISE NOTED
VERIFY KAIC RATING WITH P.G.&E. PRIOR TO INSTALLATION
� CINGULAR SINGLE LINE SCALE: NONE
MANUAL TRANSFER SWITCH MAIN BREAKER
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PANEL SCHEDULE
PANEL DESIGNATION:PFD 120/240 VOLTS, 10, 3W SURFACE MOUNTING
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MAIN BREAKER: 200 AMP /2P
NO.
LOAD DESCRIPTION
OA
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NO.
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14
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16
17
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TOTAL CONNECTED VA: 32.700 DEMAND LOAD, VA: 32,700
DEMAND FACTOR: 1.0
L CINGULAR DISTRIBUTION PANEL SCALE: NONE
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CN0356 (NB- 037 -01)
BENICIA PARK
Rohnert Park, CA
3
ALL ANTENNAS AND ANTENNA CABLES WALL BE
FURNISHED BY CINGULAR AND INSTALLED BY ANTENNA
INSTALLATION CONTRACTOR. ALL REQUIRED RACEWAYS
AND GROUNDS FOR ANTENNA CABLES WILL BE
PROVIDED UNDER THIS CONTRACT. COORDINATE EXACT
REQUIREMENTS, QUANTITIES AND LOCATIONS PRIOR
TO ROUGH -IN,
CROSS POLAR ANTENNA (TYP,) - 1, 2 OR 3
AS SHOWN ON 'A' SHEETS
1/2- COAX JUMPER FROM TMA TO
ANTENNA (TYP.) DISTANCE BETWEEN TMA, TO
ANTENNA NOT TO EXCEED 3 METERS (10' -0 -)
i RUN COAX TO EACH TMA
SHOWN ON LAYOUT PLAN
1/2' COAX JUMPER SUPERFLEX FROM COAX
TO STS (TYP.) SEE GROUNDING NOTES.
CROSS POLAR ANTENNA
SCALE NONE
1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING
INSTALLATION REQUIREMENTS AND CONSTRUCTION ACCORDING TO
SITE CONDITIONS.
2. ALL GROUNDING CONDUCTORS: /2 AWG STRANDED, TINNED BARE
COPPER UNLESS OTHERWISE NOTED.
3. GROUND BAR LOCATED IN BASE (PLINTH) OF BTS UNIT WILL BE PROVIDED,
FURNISHED AND INSTALLED BY THE VENDOR.
4. ALL BELOW GRADE CONNECTIONS: COMPRESSION TYPE.
ABOVE GRADE CONNECTIONS: COMPRESSION TYPE.
5. EXTERIOR GROUNDING CONDUCTORS: BURIED
TO A MINIMUM DEPTH OF 2' -0' BELOW FINISHED GRADE TO
ALLOW FOR FUTURE CONSTRUCTION. AS APPLICABLE
6. INSTALL GROUND CONDUCTORS AND GROUND ROD
MINIMUM OF 1' -0' FROM EQUIPMENT CONCRETE SLAB, SPREAD
FOOTING, OR FENCE. AS APPLICABLE
7. COMPRESSION GROUND CONNECTION TO FENCE POST; TREAT WITH
A COLD GALVANIZED SPRAY,
8. MAIN GROUND BUS BAR (MGB) LOCATED NEAR THE BASE OF THE BTS
FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR.
9, ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY
ELECTRICAL CONTRACTOR:
_GROUNDING NOTES SCALE NONE
Oj TELCO BOX
OTELCO BOX
O3 COAX GROUND JUMPER KIT (1 EA.
COAX CABLE)
ONOT USED
OS TYWRAP TO SUPPORT MEMBERS
(AS REQUIRED)
14 O BTS
OMAIN GROUND BUS (MGB)
1
5 3 B 2 12 O ANTENNAANA ROUTED THROUGH
CABLE CHASE /CABLE TRAY /CONDUIT
6 AS SHOWN ON E2 PLANS.
9 O9 g2 INSULATED GREEN COPPER WIRE
II �I 10 GROUND ROD AS APPLICABLE
. _ (5 OHMS OR LESS). SEE PLANS
11 � NG COPPER S SHOWN ON E2 PLANS.
7 _ _ _ _ _ _ _ _ _ 12 OTHER STS RELATED ELECTRICAL
EQUIPMENT WHERE APPLIES do AS
14 9 SHOWN ON E2 PLANS.
10 it VL 74 NOT USED
NOTE. COMPRESSION CONNECTION
ALL CONDUCTOR AND CONDUIT SIZES ARE SHOWN IN THIS GROUNDING
DIAGRAM ARE FOR TYPICAL SITES ONLY. REFER TO E2 PLANS FOR ACTUAL <15 > CONNECTION TO BUILDING STEEL
CONDUCTOR AND CONDUIT SIZES AT THIS SITE. AS APPLICABLE. SEE E2 PLANS.
TYPICAL GROUNDING DIAGRAM
6 SCALE NONE
b
1
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4- MIN. I 1 1 12' MIN.
TRENCH EXISTING SURFACE
UNDISTURBED AREA
WARNING TAPE
NATIVE FILL
ELECTRICAL SERVICE CONDUIT
(IF USED)
TELEPHONE SERVICE CONDUIT
(IF USED)
SAND FILL
4' MIN.
TRENCH DETAIL SCALE: NONE
FRONT OF BTS CASINETJ / �I
3/4' GROUND CONDUIT
i' POWER CONDUIT
3' TELCO CONDUIT
BTS CONDUIT LAYOUT SCALE 1/2' =1'
1/2- COAX JUMPER SUPER FLEX
FROM COAX TO BTS
TYPICAL
SEE GROUNDING NOTES
COAX GROUND JUMPER KIT
(1 EACH COAX CABLE)
MAIN GROUND BUS
(MGB)
WEATHERPROOF BOOT
,- CONCRETE SLAB
3 COAX GROUND DETAIL SCALE' NONE
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BENICIA PARK
Rohnert Park, CA
E5
SECTION 02221
TRENCHING, BACKFILLING, AND COMPACTING
PART 1 - GENERAL
1.01 DESCRIPTION 3.03 DEWATERING
A_ This section describes excavating and backfilling required for underground utilities and
structures.
1.02 REFERENCED STANDARDS
k AASHTO - American Association of State Highway and Transportation Officials
B. ASTM - American Society for Testing and Materials
PART 2 - PRODUCTS
2.01 TRENCH STABILIZATION
K 6' - 3/4' pit run or crushed rock. Not more than 10 percent passing a /200 sieve.
2.02 BEDDING
A. Crushed Aggregate. Crushed rock, 3/4' - 0' for sewer pipe and water lines.
2.03 BACKFILL
A. Notive (Non- Traffic Areas)
L Approved trench excavation material. Material shall not contain particles larger
thon 3/4'.
8. Imported (Traffic Areas)
1. Crushed aggregate: Crushed rock, 3/4' - 0' for sewer pipe and water lines.
Water lines and conduits shall be covered 6 inches, minimum, with 3/4' - 0'
before clanging to another material.
2. Sond conforming to the following gradation limits determined by OSHD Section
0036.10 and AASHTO T 27:
SIEVE SIZE PERCENT PASSING
No. 10 95 - 100
No. 40 50 - 100
No. 60 20 - 40
No. 200 0 - 5
2.04 PIPE DETECTION & IDENTIFICATION
A. Utility Warning Tope
i, low - density polyethylene plastic, nominally 6 inches wide ond 4 mis thick
imprinted continuously along its length with: 'CAUTION - STOP DIGGING -
BURIED (WATER), (SEWER), (ELECTRIC), (GAS), LINE BELOW' or similar.
2. Tape color codes:
a. Electric = Red
b. Telephone /Signal - Orange
3. Acceptable products /manufacturers:
a. Brady 'ldentdine'
b. Services and Materials 'Buried Underground Tape'
c. Somerset (Thomas & Betts) 'Protect -A -Line
d. Or equal
B. Utility Detector Wire
1. Furnish and install vinyl- coated, 16 -gauge copper wire. Match the above color
codes for each respective utility as required by local utility and plumbing code.
PART 3 EXECUTION
3.01 TRENCH EXCAVATION
A. Dig trench to lines and grades established on the drawings or as directed by the
Project Manager.
B. Trench width shall be as follows:
1. Not less than the outside diameter of the pipe plus 12 inches.
2. Not more than the inside diameter of the pipe plus 30 inches, to o point 12
inches (minimum) above the lop of the pipe, unless otherwise approved.
C. Trench length shall be sufficient to allow far satisfactory construction and inspection of
the project, without endangering other construction work or adjacent facilities.
D. Separate and stockpile approved trench excavation material far reuse as backfll.
E. Howl other excess trench excavation material and unsuitable excavation material off
property and dispose of.
F. Use hand methods far excavation that cannot be accomplished without endangering
existi a
ng Or structures of other facilities.
3.02 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL
A- Unsuitable Tench Excavation
1. Remove and haul off property.
2. Replace with excess approved common excavation material from other
portions of the project or imported bockfill as directed by the Project Manager,
3. Compact as specified below.
B. Unsuitable Trench Bottom
L Excavate to lines and limits established and approved by the Project Manager.
Dispose of properly.
2. Bockfill with trench stabilization material and compact as specified.
k Per Section 02200, EARTHWORK.
3.04 TRENCH PROTECTION
k Provide materials, labor, and equipment necessary to protect trenches at all times.
8. Sheeting and Bracing
1. Furnish and install sheeting and bracing as required to prevent caving or
sloughing of trench wofls
2. Solid -sheet trench, if necessary, to preserve a suitable grade for the pipe.
Drive for enough below grade to prevent inflow of material from Outside of
trench lines.
3. Remove sheeting and bracing from trench before or during backflivrg
operations unless directed otherwise by the Project Manager.
3.05 PIPE BEDDING
A. 8ed pipe as shown W the drawings or, if not shown on drawings, according to
requirements of local jurisdiction.
B. Place bedding material to a uniform grade. Compact to 95 percent of maximum
density as measured by AASHTO T -99.
C. Shape bottom of trench or bedding so that the lower quarter of the pipe circumference
is in continuous contact with the bottom of the trench,
3.06 BACKFILLING
A. Notify the Project Manager at least 24 hours in advance of bock0ling.
B. Conduct unity check tests before bockfill'ing, Bockfill and compact trench before
acceptance testing.
C. Place pipe zone bockfill uniformly on both sides of the pipe in 6 -inch uncompocted lifts
until 12 inches over the pipe
D. Solidly ram and lamp beckfll into spaces around pipe and related structures.
E. Bockfill trench with lifts up to 6 inches, loose measure.
F. Protect pipe from lateral movement, damage from impact, w unbalanced loading to
avoid displacement of pipe and structures.
G. Do not free fall backPol into trench until at least 3 feet of cover is over the pipe.
3.07 COMPACTION
A. Compact backfll deeper than 3 feet below subgrode to 90 percent of maximum density
as measured by AASHTO T -99, unless directed otherwise by Project Manager.
8. Compact the backfill from subgrode to a depth of 3 feet below subgrade to 95 percent
of maximum density as measured by AASHTO T -99, unless directed otherwise by
Project Monogei,
C. If required compaction density has not been obtained, remove the bockfll from trench
or structure, replace with approved bockfill, and recompact to the specified density. In
case wlf excavation, pipe - toying, or Other operation be allowed to proceed until the
specified compaction is attained.
0. Any subsequent settlement of trench or structure bockfill during the maintenance
period shall be considered to be the result of improper compaction and shall be
promptly corrected.
3.08 PIPE DETECTION & IDENTIFICATION
A. Utility Warning Tape
1. Bury warning tape 12 to 20 inches obovi, underground piping runs.
2. Align parallel to and within 12 inches of centerline of pipe and /or conduit runs.
B. Utility Deteetor Wire
1. install utility detector for non- metallic and far non- continuous metallic utility
runs (those with insulated connections and /or non - metallic inserts, far
example.)
2. Place detector wire 12 to 20 inches over the pipe runs and align within 12
inches of the
� P P e centerline.
3. Run detector wire the full length of the installed pipe. Clearly mark or splice
into the serving utilities tracer wire, when presort.
SECTION 02444
FENCES AND GATES
PART 1 - GENERAL
1.01 DESCRIPTION
A. Provide chain link fence and chain link gates at locations indicated. See drawings
for nominal heights and fence fabric requirements.
1.02 DUALITY ASSURANCE
A. Manufocturer: U.S. Steel Cyclone Force Division or approved equal.
B. Allowable tolerances: Install mesh not more than 1/2' above top of concrete
foundations and install posts not more than 1/2' from design lines and locations.
Plumb posts to within 1/4' in 10 . Plumb and level gates to within 1/4' in 10'.
C. Test requirements for weight of coaling on zinc- coated (galvanized) iron or steel
articles: ASTM A90 -81.
1.03 SUBMITTAL
Submit parts list for all major parts and materials; descriptive data of installation methods
and procedures; and drawings of fence and gate installations.
PART 2 - PRODUCTS
2.01 MATERIALS
A, Per Chain Link Fence Manufacturers Institute Product Manual for Type 1 fencing unless
noted below. Minimum requirements for materials not specified in above noted
manufacturer's specifications.
1. Cole framing and bracing: Swing gate per ASTM F -900 specifications. Frame
Members: Round tubular steel, 1/90' O.D., 2.72 Ib. /fL
2. Force framing and bracing: Steel pipe corner and end posts; line posts and
Past braces; steel pipe top rails: flalbar stretcher bars. See table of minimum
dimensions and weights in this Section below.
3. Post caps: Iran or steel, wealhertight. tOPrOil encompassing, with barbed-wire
supporting arms.
4. Ties, bands and /or clips: Per qualified manufacturer's standord. Where
manufocturer's specifications state no standard for ties, bonds and /or clips.: Of
adequate strength in sufficient number for attaching the fabric and stretcher
bars to all line and terminal posts at intervals not exceeding 15'. Tension
bonds and brace bonds formed from flat or beveled steel of minimum thickness
0.115' A 0.0057 after galvanizing with minimum width of 718' A 0.15'.
5. Fabric: Helically woven into diamond mesh of galvanized carbon steel
wile meeting requirements of F.S. RR F 0019/1A Type 1. Zinc coating
weight: Minimum 2.0 oz. of ASTM 86 slob zinc /sq. fl. of uncoated wire
surface. Gauge includes zinc coating.
a. Fence and gat.
1. Height: As shown (A') and with fabric in one piece. 96',
nominal, one piece.
2. Selvages: Knuckled at top and twisted barbs of bottom.
3. Gauge and mesh: 9 gouge (0.148') x 2' mesh.
6. Accessories:
a. Barbed wire arm.
b. Barbed wire
c. Redwood slats.
7. Other metal items:
o. Bottom tension wire: No. 7 gauge. Galvanized steel: 2.0 oz./ sq. ft.
b. Equip each gate post. end post, pull post and both sides of comer
Posts with brace rails and adjustable 3/8' diameter truss rod.
8. Dimensions and weights, minimum, when not other wise stated in qualified
manufacturers specifications for type Of fence required:
Outside Dia. Weight
(or dimensions ( Pounds per foot
Use and section for type 1 fencing nominal) nominal)
GATE POSTS..... Round 4.00' 9.10
END, CORNER AND PULL POSTS
for fabric heights:
6'- 12'.....Round 2.875' 5.79
INTERMEDIATE POSTS
for fabric heights:
112'..... Round 2.375' 3.65
NOTE: Where no tolerances ore specified in this table or elsewhere in this
specification, standard commercial tolerances apply. Note 14 of ASTM A120 applies
Only to weight tolerances.
9. Zinc coating on iron and steel ports, except fabric: Zinc coated after
fabrication.
o. Round section members Per ASTM A120 -84 (1.8 oz. /sq.fL)
b. Other ports: Per ASTM A153 -82 (1987), but no item to show less than
1.0 oz. /sq. N.
PART 3 EXECUTION
3.01 PREPARATION
X Verify that final grading and soil compaction work in fence location is completed and
correct before commencing fence installation.
8. Layout for posts and gates as shown. Space posts of intervals shown, otherwise
space at 1'
0 0 O.C. as measured parallel
to surface of ground. Locate
9 comer osl
p sat
positions where force changes direction more than 10 degrees.
C. Set posts in holes and Tilt holes with concrete to 1/2' above required grade far abutting
earth. Tamp concrete to consolidate. Plumb and level posts. Gown top surface of
concrete to shed water. Hold bottom of post above bottom of hole at required height
for post top. Farm exposed -lo -view portions of concrete to regular, symmetrical shape.
D. Couple sections of top rot at approximately 20'0' O.C. (+1.0') and pass top rail through
loop at each line past.
E. Brace gate and corner posts with brace roils and permanent tension rods and brace
end posts with trussed tension rods.
F. Fence fabric: Make no horizontal pints in vertical fabric.
1. Stretch fabric between 0' and 1/2' of top of concrete post base.
2. Position fabric between 0' and 1/2' of top of concrete post base.
3. ,bin ends of fabric by weaving with single strand of fabric wire to farm
continuous mesh pattern with selvage twisted to match balance of fabric.
4. Attach fabric to terminal posts using tension bars end tension bands at 15' o.c.
maximum, ar if cyclone Type II Post, attach fabric directly to post.
5. Attach fabric to line posts using wire ties or clips, spacing 15' o.c., maximum.
6. Place bottom tension wire up 4' from bottom of fabric, except no tension wire
required at gates.
7. Attach bottom edge of fabric to bottom tension wire at 24' o.c., maximum
G. Gates: Provide oil swinging gates with latches and fence at gates with hold -open
keepers. Install ground set gate items in minimum of 1/2 cu, ft, of concrete. Farm
exposed -to -view portions of concrete to regular, symmetrical shape.
H. Fabric and post placement: Unless otherwise shown, place thus:
1. Instoif 3- strand barbed vane an top of all fencing with manufacturer's standard
45 degree supporting arms capable of supporting a 250 pound load applied to
the outer strand. Slope barbed wire away from site.
SECTION 03100
CONCRETE FORMWORK
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. Formwork for cost -in -place concrete, with shoring, bracing, and anchorage.
B. Openings, holes and blackouts for other affected work.
C. Form accessories.
D. Stripping forms.
1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS
A. Section 05500 - Metal Fabrications: Meld fabrication attached to formwork.
1.03 RELATED WORK
A. Section 03200 - Concrete Reinforcement.
B. Section 03300 - Cost -In -Place Concrete.
1.04 REFERENCES
A- ACT 301- Specifications for Structural Concrete for Buildings
B. ACT 347 - Recommended Practice for Concrete Fwmwork.
1.05 SYSTEM DESCRIPTION
A. Design, engineer, and construct formwork, shoring, and bracing to meet design and
code requirements, so that resultant concrete conforms to required shapes, lines, and
dimensions.
1.06 QUALITY ASSURANCE
A. Construct and erect cOncrete formwork in accordance with ACI 301 and 347.
PART 2 - PRODUCTS
2.01 FORM MATERIALS
A. Steel: Minimum 16 gouge sheet, well matched, tight fitting, stiffened to support weight
Of concrete without deflection detrimental to tolerances and oppeoronce of finished
surfaces.
B. Plywood: Douglas Fir MOO grade; sound, undo neged sheets with straight edges.+
PART 3 EXECUTION
3.01 INSPECTION
A. Verify lines. levels, and measurements before proceeding with formwork.
3.02 PREPARATION
A Earth forms permitted Only for on-grade concrete, and may only be used where earth
con be maintained to profiles indicated on drawings.
B. Hand -trim sides and bottoms of earth forms, where used, remove loose dirt and debris
prior to placing concrete.
C. Minimize form joints. Symmetrically align pints. Sea[ 'pints where seepoge would
adversely affect adjacent surfaces.
D. Arrange and assemble formwork to permit dismontling so that concrete is not damoged
during its removal.
E. Arrange forms to allow stripping without removal of principal shores, where required to
remain in place.
3.03 ERECTION
A. Provide bracing to ensure stability of formwork, Strengthen formwork liable to be
overstressed by construction loads.
8. Construct formwork to maintain tolerances in accordance with ACT 301.
C. Provide o de chamfer strips at all concrete edges; use 3/4' z 3/4' except as noted on
drawings.
3.04 APPLICATION OF FORM RELEASE AGENT
A. Apply form release agent on formwork in accordance with manufacturer's instructions.
Apply prior to placing reinforcing steel, anchoring devices, and embedded items
3.05 INSERTS, EMBEDDED PARTS. AND OPENINGS
A. Provide formed openings where required far work embedded in or passing through
concrete.
8. Coordinate work of other Sections in forming and setting openings, slots, recesses,
chases, sleeves, bolts, anchors, and other inserts
C. Install accessories in accordance with manufacturers instructions, level and plumb.
Ensure items are not disturbed during concrete placement.
3.06 FORM REMOVAL
A. Notify Project Monager prior to removing formwork
B. Do not remove forms, shoring and bracing until concrete has sufficient strength to
support its own weight, and construction and design loads which may be imposed upon
it.
C. Remove formwork progressively so no unbalanced loads are imposed on structure.
D. Do not damage concrete surfaces during form removal,
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SECTION 06100
ROUGH CARPENTRY
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. Rough carpentry. Refer to Schedule Imoled at end of this Section.
1.02 RELATED WORK
A. Section 05500 - Metal Fabrications: Setting anchorages for work of this Section.
B. Section 09900 - Painting
1.03 REFERENCES
A. APA - American Plywood Association.
B. AWPB LP -3: Treated Wood Products,
C. NFPA - National Design Specification far Wood Construction.
D. PS 1 - Construction and Industrial Plywood.
E. PS 20 - American Softwood Lumber Standard (National Our- of Standards
publication).
F. WWPA - Western Wood Products Association: Grading Rules.
1.G4 OUAUTY ASSURANCE -
A. Rough Carpentry Lumber: Visible grade stomp, of agency certified by Notional Forest
Products Association (NFPA), such as WWPA.
8. When applicable, fabricate cabinetwork and site mode finish carpentry items m
accordance with recomm
endal'ons of Duality Standards of Architecturoi Woodwork
Institute (ANA).
1.05 SUBMITTALS
A Submit data under provisions of Section 01300 for framing hardware.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Protect materials from weather. Do not store in direct contact with ground Do not
deliver materials to site until site conditions are adequate to receive the materials.
Protect items from weather while in transit.
PART 2 - PRODUCTS
2.01 ROUGH CARPENTRY MATERIALS
A. Lumber. PS 20; graded in accordance with established Grading rules: maximum
moisture content of 19 percent at time of installation; of following species and grades,
unless otherwise noted on drawings
1. Plotes, blocking, bridging: Dmglos Fir-Larch Standard and Better Grade.
2. Non- slrucluroi Light Framing: Douglas Fir -Larch Construction Grade.
3. Studding: Douglas fir -Larch Stud or Standard and Better Grade.
4. Structurol Joists, Beoms Headers, Posts Douglas Fir - Larch No. 1 Grade.
5. Sill plates in contact with Concrete or Masonry. Pressure Treated Douglas Fir,
in accordance with AWPB LP -3.
B. Douglas Fir Plywood: APA C -D Exterior Structural I, with food index, special
designations, edge treatment (if any) and thickness as specified on drawings.
C. Noils, Spikes and Staples: Galvanized far exterior locations, high humidity locations
and treated wood; plain finish for other interior locations: size and type to suit
application.
D. Boll% Nuts, Washers, Logs, Pins and Screws: ASTM A307 or similar applicable steel;
sized to suit application; galvanized far exterior locations, high humidity locations and
treated wood; plain finish far other interior locations.
E. Joist Hangers, Clips, Tie Straps Sized and profiled to suit application; type as
indicated on drawings; galvanized finish. Ready -made products specified on drawings
as Simp.' or 'Simpson may be Simpson Company or equivalent product by KC Metal
Products, Inc. or Silver Metal Products, Inc. Where other than Simpson products ore
used, submit 1.C.B.O, report far product and identify which Simpson product is being
replaced. Contractor may specially fabricate items noted as ready -made, subject to
approval by the Engineer, under Section 05500 - Metal Fabrications. Items not
specified as ready -mode shall be fabricated un Section 05500.
F. Vapor Barrier: Sisolkroft, Moistop, or equal.
2.02 WOOD TREATMENT
A. Wood Preservative: In occordwce with AWPB LP -3. Shop pressure treat wood
material requiring pressure impregnated preservative fire resistant treatment and
deliver to site ready for installation.
PART 3 EXECUTION
3.01 FRAMING, FURRING, AND STRIPPING
A. Erect wood framing, furring, stripping members true to lines and levels. Do not deviate
from true alignment more then 1/4 inch.
B. Coordinate installation of wood framing with placement of wood onchorages to
concrete and mosomy to avoid conflicts.
3.02 SHEATHING
A. Place plywood sheathing with end 'pints staggered. Secure sheets over bearing
points. Maintain minimum 1/16 inch gap. Center butted 'pints over framing members.
Place plywood with face grain perpendicular to framing members, unless otherwise
noted on drawings. - - - --
B. Place noils in sheathing not closer than 3/8" from plywood edges or a framing member
edges. Where two rows of nailing ore required over a single framing member or plate,
stagger the nailing. Drive nails flush with but not through the plywood surface. See
drawings far size and spacing of nol% Use common nails. Where size and spacing
are not indicated on drawings, provide the following minimum noising:
1. 3/8" plywood: 6d nails spaced 6" oc at panel edges, 12" oc at intermediate
supports. Block all panel edges.
2. 1/2" plywood: Bit nails spaced 6" oc at panel edges, 12" cc at intermediate
supports. Block all panel edges.
3. 5/8 ", 3/4" and 1 -1/8" plywood: 10d nails spaced 6" oc at panel edge% 12" oc
at intermediate supports. Block oil panel edges except where tongue -and-
groove edges are provided and blocking is not specifically called for on the
drawings.
C. Do not overdrive nols through face grain. Overdriven nails shall not be assumed
effective, and shall be supplemented with property driven nails evenly spaced between
improperly driven nails. Where the with of the resultant noling would be less than
3" on center, plywood and overdriven nails shall be removed and shall not be reused.
SECTION 07600
SHEET METAL FLASHING & TRIM
Part 1 - General
1.01 Requirements Include:
A. Sheet Metal, Flashing and Trim Fabrication
B. Furnish and install oil noshing and sheet metal not specifically described in
other sections of these specifications but required to prevent penetration of
water through the exterior shell of the building.
1.02 Oudity Assurance
A. Verification of Conditions: Prior to installation of sheet metal. and flashing
work, the Contractor shall inspect all surfaces to receive said work, and
arrange with the General Contractor for the satisfactory correction of all defects
in workmanship and /or material that could disaffect the work specified herein.
Installation of any structural and miscellaneous metal work or materials m any
on
surface shall constitute acceptance by the Cm of such surfaces as
being M proper condition to receive herein specified materials.
Part 2 - Products
2.01 Materials
A. Furnish sheet metal items in 8 to 10 foot lengths, Single pieces less then 8
feet long may be used to connect to factory- fabricated inside and outside
comers. Provide, accessories and other items essential to complete the sheet
metal installation. These accessories shall be mode of the some moteriols as
the items to which they are applied. Fabricate sheet metal items of the
materials specified below and to the gouge, thickness, or weight as specified
herein. Sheet metal items shall have mill finish unless specified otherwise.
2.02 Steel Sheet, Zinc - coated (Galvanized)
A. ASTM A525, exposed exterior items of zinc - tooted steel sheet, shall be sized
as as follows:
1. Coverings on minor flat, pitched or curved surfaces - 24 gouge
2, flashing. - Cap (counter- fioshing) - 26 gauge
3. Sheets, smooth - 24 gauge
2.03 Accessories
A Soldering Flux - ASTIV 8284
Part 3 - Execution
3.01 Installation
A. Requirements:
I. Make surfaces to receive sheet metal plumb and true, clean, even,
smooth, dry, and free of defects and projections which might affect the
opplicatim. For r
installation of items not shown in detail a not covered
by specifications conform to the applicable requirements ofSMACNA
ASMM, Architectural Sheet Metal Manuel. Provide sheet metal
flashing where indicoted and necessary to make the work watertight.
B. Workmanship:
1. Form all sheet metal accurately to the dimensions and shapes
required, finishing all molded and broken surfaces with true sharp end
straight lines and angles and where intercepting other members.
coping to on accurate fit and soldering securely. No rivets shall be
permitted on exposed sheet metal. All exposed solder joints shall be
ground smooth prior to application of finish to create a seamless look
Free exposed surfaces from visible wave, worp, and buckle, and tool
mark% Make sheet metal exposed to the weather watertight with
provisions far expansion and contraction.
C. Weatherproofing:
1. Finish watertight and weather tight. Make all lock seam work flat, true
to line, and sweated full of solder. Make lock seams and lap seams,
when soldered, at least 1 / 2 inch wide. Where fop seems are not
soldered, lap according to pitch, but in no case less than 3 inches.
Make flat and lap seams in direction of flow.
D. Cleats:
1. Provide cleats far sheet metal 18 inches and over in width. Space
cleats evenly not over 12 inches on centers unless otherwise specified
or indicated. Unless otherwise specified, cleats shall be not less than 2
inches wide by 3 inches long and of the same material and thickness
as sheet metal being installed. Secure one and of the cleat with two
nails and the cleat folded back over the nofi heads. Lock the other end
into the seem. Prelin cleats far solder seams.
E. Bolts, Rivets, and Screws:
1. Install bolts, rivets and screws where indicated or required to protect
surface of sheet metal and to provide a watertight connection.
F. Seams:
1. Straight and uniform in width and height with no solder showing on the
face.
a. Flat lock seam - finish not less than 3 / 4 inch wide
b. Lap seams - finish soldered seems not less than one inch
wide. Overlap seams not soldered, not less than 3 inches. _
C. Loose lock expansion seams - not less than 3 inches wide: - - _ --
p rovide minimum one-inch movement within the joint
Completely fill the joints with the specified sealant, applied at
not less than 1/8 inch thick bed. Sealants are as specified in
Section 07920 Sealants , or as required to make the work
watertight.
d. Flat seems - make seams in the direction of the flow.
G. Soldering:
1. Where soldering is specified or required, it shall apply to zinc tooted steel.
2. Edges - Pretin edges of sheet metals before soldering. Slowly solder with well
heated soldering it ors to thoroughly heat the seams and completely
weal the solder through the full width of the the s Scrape or wire brush the
edges of lead tooted material to be soldered to produce a bright surface. Flux
brush the seams before soldering. Upon completion of soldering, remove the
acid flux residue water and rinse with clean water.
H. Protection from Contact with Dissimilar Materials
1. Metal Surfaces - Paint surfaces in contact with mortor, concrete. or other
moswry materials with alkali- resistonl coatings such as heavy bodied
bituminous point.
2. Wood or other absorptive materials - Point surfaces that may become
repeatedly wet and in contact with metal with two coats of aluminum paint or a
coat of heavy bodied bituminous paint.
1. Expansion and Contraction:
1. Provide expansion and contraction Joints of not more than 40 foot intervals for
metal work. Where the distance between the last expansion pint and the end
of provided. Space pints evenly.
3.02 Sheet metal and Flashing Work
A. Sheet metal coverings an flat, sloped, or curved surfaces: except as specified
or indicated otherwise, cover and flesh oil minor flat, sloped, or curved
surfaces such as bulkheads, small decks, or other flat surfaces with metal
sheets of the materials used for flashing. Fasten sheets to sheathing with
metal cleats. Lock seems and solder. Provide an undedayment of building
paper for all sheet metal coverings.
8. flashing of roof penetrations and equipment supports: Provide metal flashing
for all pipes, conduits projecting through the roof surface and far equipment
supports, guy wire anchors, and similar items supported by or attached to the
roof deck.
3.03 Painting:
A. Field point sheet metal far separation of dissimilar materials. Finish pointing is
specified in Section 09900, Painting .
B. Cleaning. After fabrication, thoroughly dean with Sin<lak No. 12 Golvowash, in
occordonce with the manufacturer s instructions,
3.04 Cleaning:
A. Clean exposed sheet meld work at completion of installation. Remove greose
and of films, handling marks, contamination from steel wool, fittings and
drilling, debris, and sorb dean. Free the exposed metal surfaces of dents,
creoses, waves, scratch marks and solder or weld marks.
3.05 Repairs to Finish:
A, Scratches, abrasions, and minor surface defects of finish may be repaired in
accordance with the monufoctu-'s printed instructions and ors opproved.
Repair damaged surfaces caused by scratches, blemishes, and voriot- of
color and surface texture. Replace items which cannot be repaired.
SECTION 07920
SEALANTS
PART t - GENERAL
1.01 Requirements Include:
A- Work includes the provision and installation of sealants far exterior and interior Work
as indicated on the Drawings, as specified herein, and as needed for a complete and
proper installation.
1.02 Quality Assurance
A. Verification of Conditions Prior to sealonl application, the Contractor shall inspect all
surfaces to receive said work, and orronge with the General Contractor for the
sotisfoctory coneclion of oil defects in workmonship and/ or material that could effect
the work specified herein. Application of any sealants on any surface shall constitute
acceptance by the Contractor of such surfaces as being in proper condition to receive
herein specified materials.
1.03 Delivery, Storage, and Handling
A. Deliver materials in sealed, labeled containers bearing the manufacturer's name, brand
designation, specification number, botch number, and color. Carefully handle and
store materials to prevent inclusion of foreign materials or subjection to sustained
temperotureg'exceeding 100 degrees F or less than 40 degrees F.
1.04 Environmental Conditions
A, The ambient tm+perolure shall be within the limits of 40 and 100 degrees F when
seolont is applied.
PART 2 - PRODUCTS
2.01 GENERAL
A Products shall conform to the reference documents listed far each use. Color of
sealant and caulking shall match odjocmt surface color unless specified otherwise.
2.02 MATERIALS
X Interior Sealant
1, Interior Sealant: ASTM C920, Type S or M, Grade NS, Close 12.5, use HT.
Color of sealant shall match adjacent finishes.
B. Exterior Sealant
1. For joints in vertical surfaces, provide ASTM C920, Type S or M. Grade NS,
Goss 25, Use NT. For pints in horizontal surfaces, provide ASTM C920, Type
S or M. Grade P. Class 25, Use T. Color of sealant shall match adjacent
finishes.
C. Products shall be as manufactured Dow Corning, General Electric, Pecoro Corporation,
or Tramco.
D. Backstops - --- I. Provide glass fiber roping or neoprene, butyl, polyurethone, or polyethylene
fooms free from oil or other staining elements as recommended by scale
manufacturer. Backstop material shall be compatible with sealant. Do not use
oakum and other type of absorptive materials as backstops.
E. Primer for Seolo* Use o non- staining, quick- drying type and consistency
recommended by the sealant manufacturer for the particular application.
F. Cleoning Agents /Solvents As recommended by the sealant manufacturer and non-
combustible.
PART 3 - EXECUTION
3.01 PREPARATION
A Surfaces shot' be clean, dry to the touch, and free from dirt frost, moisture, grease, all
wax, lacquer, point, or other foreign matter that would destroy or impair odhesim.
When resealing an existing pint, remove existing wolant prior to applying new sealant.
B. Inspection: Verify that caulking and /or sealant may be installed in accordance with the
manufacturer's recommendations.
3.02 APPLICATION REQUIREMENTS
A. General: Apply sealant under pressure with a power actuated gun with nozzle of
proper size providing sufficient pressure to fill 'pints as detailed. Joint surfaces shall
be neatly pointed or tolled to provide the contour specified.
B. Preparation and Application: Clean all joints, removing foreign matter such ors dust, oil,
grease, water, surface dirt and frost. Sealant must be applied to the base surface.
Previously applied point or primer must adhere permanently or entirely removed.
C. Joints:
1, Joints shall be a minimum of 1/4 inch wide by 1/4 inch deep, unless otherwise
specified.
2. For Joints in metal, glass or other non -porous surfaces; sealant depth shall be
a minimum of 1/2 the applied sealant width, but shall not exceed the applied
sealant width.
3. Joints to receive sealant, back -stop material or performed 'pint tiller shell be
cleaned out, raked to full width and depth as required.
4. Joints shall be of width and depth to accommodate specified back -up material
or performed joint filler and seolont.
D. Follow sealant manufacturers instructions regarding mixing, surface preparation,
priming, application life and application procedures.
3.03 PROTECTION
A. Protect areas adjacent to joints from sealant smears. Masking tape may be used for
the purpose if removed 5 to 10 minutes after the pint is filled.
3.04 FINAL CLEANING
A. Upon completion of sealant application, remove remaining smeors and stains and
leave the work in a dean and neat condition.
SECTION 09900
PAINTING
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDE:
k Work includes the preparation Grid pointing of Panel Antenna, Antenna Pales,
Brackets. Galvanized Steel Support SUuctures, BTS, Coax Cables, Roof Striping,
CMU, Concrete, Cement Plaster, Wood, and Miscellaneous Substrates IF INDICATED.
1.02 QUALITY ASSURANCE:
A- Verification of Conditions: Prior to point application, the Contractor shell inspect all
surfaces to receive pointing and arrange far the satisfactory correction of on defects in
workmanship and /or material that could effect the work specified herein. Application of
any point and miscellaneous pointing work or materials on any surface shall constitute
acceptance by the Contractor of such surfaces as being in proper condition to receive
herein specified materials,
B. Environmental Protection: In addition to requirements specified elsewhere far
environmental protection, the Contractor shall provide tooting materials and application
methods that conform to the restrictions of the Arc Pollution Authorities and other local
jurisdictions. Notify the Project Manger of any paint specified herein which fals to
conform to the air quality standards far the location of the project. Provide shop
pointing of materials if required.
C. Adhesion Test: Prior to start of painting work perform ASTM Adhesion Goss -cut Tape
Test D3359, method B far paint system adhesion on field sample. Point removal from
tested area shall be IO.S or less. Corlett local Sherwin Williams Chemical Coatings
Representative far recommended primer and testing information.
1.03 DELIVERY, STORAGE AND HANDLING:
A- Deliver materials in sealed, labeled containers bearing the manufacturers name brand
designation and color. Restrict storage and mixing of moteriols to locations designated
by the Project Manage,,
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CN0356 (NB -037 -01)
BENICIA PARK
Rohnert Park, CA
N4
ANTENNA SITE LICENSE AGREEMENT
THIS ANTENNA SITE LICENSE AGREEMENT (this "Agreement ") is effective as of , 2005,
( "Effective Date ") by and between the City of Rohnert Park ( "Licensor) and New Cingular Wireless PCS, LLC, a Delaware limited
liability company ( "Licensee ").
1. PREMISES. Licensor is the owner of a parcel of land (the `Land ") and building (the "Building ") located at 7450
Santa Barbara Drive, Rohnert Park, California, 94928 (APN:143 -160 -008 - the Land and Building are collectively, the "Property "). The
Land is more particularly described in Exhibit "A" attached hereto. The Premises, as described on the attached Exhibit "B ", are the
applicable portions of the Property in which Licensee shall have the right to place the equipment described on Exhibit °C" and
Paragraph 2(a) below (the "Site Equipment "), subject to the terms of this Agreement. Exhibit C shall also contain a description of the
services to be provided from the Site Equipment.
2. LICENSE TO USE.
(a) Subject to the terms and conditions hereinafter set forth, and in consideration of the duties, covenants and obligations of
Licensee hereunder, Licensor hereby grants unto Licensee, a non - exclusive license (the "License ") for the installation, operation,
maintenance, and repair of Licensee's Site Equipment consisting of a maximum of six (6) antennas (76.3 "h x 10.3 "w x 5.3 "), and five
(5) equipment cabinets (5'6 "h x 471 x 2'4 "d, each) in the Premises at the sole cost of Licensee. Licensee shall use the Premises only
for the purpose of providing the services detailed in Exhibit C of this Agreement for which it shall receive all necessary governmental
approvals. Licensee agrees that Licensee's Site Equipment shall be considered Licensee's personal property. No other rights are
granted herein. Licensor makes no warranties, implied or otherwise, as to the fitness of the Premises for Licensee's intended use.
Licensee has inspected the Land, Building, and rooftop and accepts the same "AS IS" and agrees that Licensor is under no obligation
to perform any work or provide any materials to prepare the Property for Licensee. In no event shall Licensor be obligated to provide
the use of any facilities, including existing building entrances and riser conduit.
(b) Licensor authorizes Licensee to prepare, execute and file all required applications to obtain government approvals for the
operation of Licensee's Site Equipment under this Agreement and agrees to reasonably assist Licensee with such applications.
Licensee has the right to obtain a title report from a title insurance company of its choice and to have the Property surveyed by a
surveyor of Licensee's choice at Licensee's expense. Prior to the commencement of construction, in the event Licensee determines,
in its sole discretion, due to the title report results or survey results, that the condition of the Property or Premises is unsatisfactory,
Licensee will have the right to terminate this Agreement upon written notice to Licensor. Licensee may also perform and obtain, at
Licensee's sole cost and expense, soil borings, percolation tests, engineering procedures, environmental investigation or other tests
or reports on, over, and under the Property, necessary to determine if the Licensee's use of the Premises will be compatible with
Licensee's engineering specifications, system, design, or operations.
(c) Licensor and Licensee acknowledge and agree that the relationship between them is solely that of Licensor and Licensee
and nothing herein shall be construed to constitute the parties as employer /employee, partners, joint ventures, co- owners, or
otherwise as participants in a joint or common undertaking. Neither party, nor its employees, agents, or representatives, shall have
any right, power, or authority to act or create any obligation, express or implied, on behalf of the other.
(d) In no event shall Licensee use the Premises to enable other providers of communications services to provide
communications services to any tenant, occupant or licensee of the building or to any tenant, occupant or licensee of any other
building.
(e) Licensee agrees that, at no time during the term of this License will it use or permit the use of its Site Equipment in ways that
are inconsistent with Paragraph 2, or Exhibit "C" of this Agreement.
3. ADDITIONAL EQUIPMENT. Upon the written consent of Licensor which may be withheld in Licensors' sole
discretion, and in accordance with Paragraph 2 above, Licensee may add equipment to this Property, in addition to the above
referenced Site Equipment ( "Additional Site Equipment "). The parties expressly acknowledge and agree that the Annual License Fee
set out in Paragraph 5 is based, in part, upon the type and quality of service currently expected to be provided by the Site Equipment
described in Exhibit "C ". Notwithstanding anything to the contrary, Licensee shall have the right, without Licensor's consent, to
upgrade, replace, modify or remove any of the Site Equipment within the Premises. Licensee agrees it shall notify Licensor in writing
if any existing antennas are replaced and the dimensions of the replacement antennas. In the event Licensee replaces existing
antennas with others that are greater than one (1) foot larger in either length or width, Licensor and Licensee agree that an increase in
the amount of equipment in the Premises may be reflected in an increase to the Annual License Fee. Said additional payments shall
become part of the Annual License Fee and shall be due to Licensor upon the date Licensee begins construction on the Additional
Site Equipment with the anniversary of such payments to coincide with the Commencement Date, as described in Paragraph 4 below.
Additional Site Equipment shall be specifically described in an addendum to this Agreement, (which will contain and incorporate the
same terms, conditions, and obligations of this Agreement) to be signed by both parties.
NO- 03�+-6 f
(b) Licensee understands and agrees that the structural integrity of the load- bearing capability of the roof and interior of the
Building, the moisture resistance of the Building membrane, and the ability of Licensor to use all parts of the roof and interior of the
Building are of critical importance to Licensor. Licensee agrees that the specifications and plans it will provide shall be of sufficient
specificity to ensure that these concerns are addressed, and Licensee further agrees that the actual installation of Licensee's Site
Equipment shall be in accordance with those specifications. Licensee also agrees that it will not place any Site Equipment on the
Property where the weight of the equipment exceeds the floor or roof -load capacity of the area where the Site Equipment is placed.
(c) Licensee shall repair any damage to the Land, Property, or Building where such damage is caused by Licensee, any of its
agents, representatives, employees, contractors, or subcontractors, as a result of the installation, construction, operation,
maintenance, and repair of Licensee's Site Equipment, at its sole cost, as soon as possible, but in no event more than five (5) days
from the date Licensee was first notified of such damage. All repairs shall be performed to the satisfaction of Licensor. If Licensee
fails to repair or refinish any such damage, Licensor may, in its sole discretion, repair, or refinish such damage and Licensee shall
reimburse Licensor for all costs and expenses incurred in such repair or refinishing.
(d) Licensee shall not during construction or otherwise, in Licensor's sole and reasonable judgment, impede access to or in any
way obstruct, interfere with or hinder the use of the Land, Building's loading docks (if applicable), the sidewalks around the Building or
any entrance ways thereto. If any other foregoing occurs, Licensee shall take corrective action as soon as possible, and shall use
best efforts to correct same within two (2) hours of notice by Licensor.
(e) Licensee represents and warrants that (i) it shall obtain, at its sole cost and expense, prior to start of construction, all
necessary federal, state, and municipal permits, licenses, and approvals and (ii) Licensee's Site Equipment, and placement of such
Site Equipment shall comply with all applicable safety standards, as modified from time to time, of any governing body with
jurisdiction over Licensee's operations. Licensee shall prominently label any equipment with appropriate safety warnings when
human exposure to radio frequency radiation may exceed the safety standards referred to in this paragraph.
(f) Licensee understands and agrees that the aesthetic characteristics of the Building and Property are of significant commercial
importance to Licensor and agrees to ensure that the installed appearance of the Site Equipment shall match the colors, architectural,
and other aesthetic features of the Building and /or Property.
9. UTILITIES. Licensee shall be responsible for providing, at no cost to Licensor, a separate electrical panel and
meter for the Site Equipment and shall be responsible to the local electric utility for the electrical and any other utility costs attributable
to the Site Equipment. Subject to Licensor's approval of the location, which approval shall not be unreasonably withheld, Licensee
shall have the right to place utilities on (or to bring utilities across) the Land and Building in order to service the Premises and the Site
Equipment. Licensee will make all commercially reasonable attempts to tie into the local electric utility's power. In the event
Licensee is unable to tie into such local electric utility's power despite exhausting commercially reasonable attempts to do so, then
Licensor will permit Licensee to utilize existing utilities. In the event Licensor permits Licensee to draw electricity from the existing
utilities, Licensee shall pay Licensor, as additional fees, a Utility Charge (the "Utility Charge ") in the monthly sum of $400. Licensee
shall provide Licensor, at Licensee's cost, a digital monitor or submeter that allows Licensor to determine the amount of power used
by Licensee. If Licensor determines the cost of electricity consumed by Licensee exceeds the Utility Charge, then Licensee, upon
receipt of written notice by Licensor and receipt of reasonable evidence of such cost, shall (i) reimburse Licensor for the difference
within thirty (30) days of the date of such notice and thereafter (ii) pay the increased monthly Utility Charge to account for Licensee's
actual electrical usage. The Utility Charge shall be due upon the installation of the Site Equipment and shall be paid to Licensor
concurrently with Licensee's payment of the License Fee. Both parties agree that Licensor shall not be held liable for any damages
sustained by Licensee resulting from Licensee's use of these utilities. Licensee shall pay the cost of any electrical upgrade needed at
this Building as a result of the operation of Licensee's Site Equipment.
10. MAINTENANCE AND ACCESS. Licensee, through its designated and approved employees and contractors, shall be
solely responsible for the maintenance and care of the Site Equipment and shall maintain the same in a clean, sanitary, and safe
condition and in good repair and free of any defects at all times during this Agreement. Licensee, at its sole cost, expense, and risk,
shall ensure that a physical inspection of the rooftop or antenna portion of the Site Equipment occurs at intervals of at least one time
per year and that this inspection includes a survey of structural integrity and a review and correction of any loose bolts, fittings, or
other appurtenances. Licensee shall provide to Licensor, in writing, the results of such inspection not more than ten (10) days
following each such inspection. In the absence of such a notification, Licensor shall have the right (but not the obligation) to conduct
or arrange for such an inspection and corrective action and Licensee agrees to pay Licensor for the cost of same. In the event this
Agreement applies to Site Equipment installed in a building owned by Licensor or on Licensor's property adjacent to a police or fire
station, Licensee shall have access to Premises during normal business hours (9am -5pm, Monday through Friday) upon twenty -four
(24) hours advance notice to Licensor. At the time that such notice is given, Licensee shall inform Licensor of the names of the
persons who will be accessing the Building or police /fire station property, the reason for entry, and the expected duration of the work
to be performed. In the event of an emergency (including any equipment failure), Licensee may access the Building or police /fire
station property on a 24 -hour, seven -day per week basis and shall use best efforts to provide prior notice to Licensor before entering
such property. In the event this Agreement applies to Site Equipment installed directly on land owned by Licensor, then Licensee and
its employees, agents, and subcontractors, will have twenty -four (24) hour per day, seven (7) day per week pedestrian and vehicular
temporary communication facility at such temporary location. Licensee shall commence License Fee payments upon the Site
Equipment becoming operational at such temporary location and such Site Equipment shall be governed by this Agreement. Nothing
herein shall be construed to require Licensor to rebuild the Premises. Upon the approval of Licensor, Licensee shall have the option
to rebuild the Premises at Licensee's expense. If Licensee chooses not the rebuild the Premises, then this Agreement shall terminate
as of the date of such destruction. to the event of total destruction of the Premises without fault or neglect of Licensee, its agents,
employees or contractors, and Licensor does not approve a temporary location or alternate location for Licensee's Site Equipment,
then this Agreement shall terminate.
16. LIENS. Licensee shall be responsible for the satisfaction or payment for any provider of work, labor, material, or
services claiming by, through or under Licensee. Licensee shall also indemnify, hold harmless and defend Licensor against any such
liens, including the reasonable fees of Licensor's attorney's. Such liens shall be discharged by Licensee within thirty (30) days after
Licensee's receipt of notice of filing thereof by bonding, payment, or otherwise, provided that Licensee may contest, in good faith and
by appropriate proceedings, any such liens. The provisions of this paragraph shall survive termination of this Agreement.
17. SUBORDINATION. Licensee accepts this Agreement subject and subordinate to any mortgage, deed of trust or
other lien presently existing or hereafter arising upon the Land or the Building and to any renewals, modifications, consolidations,
refinancing, and extensions thereof. This provision is hereby declared self- operative and no further instrument shall be required to
effect such subordination of this Agreement.
18. INSURANCE. Licensee, at Licensee's sole cost and expense, shall procure and maintain a policy of comprehensive
commercial general liability insurance issued by a company acceptable to Licensor, and licensed to do business within the state
where the Building is located insuring Licensee and Licensor with a combined single limit of at least three million dollars
($3,000,000.00) per occurrence for injury, death, and property damage. Licensee shall maintain all risk property insurance on its Site
Equipment in sufficient amounts to cover any loss thereof. Licensee's insurance company shall carry a Best's A:VII rating and be
primary insurance as far as Licensor and Licensee are concerned, with any other insurance maintained by Licensee being excess and
non - contributing with the insurance of Licensee required hereunder and providing coverage for the contractual liability of Licensee to
indemnify Licensor pursuant to Paragraph 19 below. Licensee shall name Licensor and its partners, directors, officers, employees,
representatives, and agents as additional insureds on the Licensee's policy. Licensee shall provide to Licensor a certificate of
insurance evidencing the coverage required by this paragraph prior to commencement of construction. Licensee shall also maintain
in force all required workers' compensation and other similar insurance pursuant to all applicable state and local statutes.
19. HOLD HARMLESS /INDEMNIFICATION.
Licensee shall indemnify and hold Licensor, and its partners, directors, officers, employees, representatives, and agents ( "Licensor's
Agents ") harmless from and against any and all liability, damage, loss, cost, expense, claim, alleged claim or cause of action
(including reasonable attorney's fees, costs, and expenses of defending against such claims) of any nature arising out of or in
connection with (A) the use, operation, maintenance, repair, or replacement of Site Equipment and materials on the Premises by
Licensee or Licensee's agents, assigns, employees, contractors, sub - contractors ("Licensees Agents "), or (B) any work performed by
or required to be performed by Licensee or Licensee's Agents under this Agreement, (C) Negligent acts or omissions of Licensee or
Licensee's Agents, or (d) Licensee's failure to comply with the terms of this Agreement.
Licensee agrees that Licensor and Licensor's Agents shall have no liability to Licensee or anyone claiming under or through Licensee
for any injury, inconvenience, loss, cost, expense, or damage: (i) caused by failure of equipment, or the malfunctioning or interruption
of any service, utility, facility, or installation supplied by Licensor or Licensor's Agents and (ii) for the making of any alteration of or
improvement or repair to the Premises, whether required by any governmental agency, or due to casualty, or for any other reason,
provided that, in the case of such alteration, improvement or repair, Licensor has exercised due care to avoid or minimize any such
injury, inconvenience, or loss, or damage.
The duties described in this Paragraph 19 shall survive termination of this Agreement.
20. LIMITATION OF LIABILITY. No owner, partner, member, principal, officer, director, employee, agent, shareholder,
or consultant (hereinafter " Licensor's Agents ") of Licensor shall be personally liable for the performance of Licensor's obligations
under this Agreement. The liability of Licensor for any of Licensor's obligations under this Agreement shall be limited to Licensor's
interest in the Building where the Site Equipment is located.
21. DEFAULT; REMEDIES. Licensee's failure to pay the License Fee within five days from due date shall be an event
of default, and Licensee shall pay the License Fee along with a late charge as described under Paragraph 5(b) of this Agreement to
cure the default. Licensee filing a petition for bankruptcy, ceasing to conduct its business in the normal course, or Licensee's inability
to pay its debts when they come due, shall also constitute an event of default. Additionally, Licensee shall cause an event of default
for its failure to perform its obligations under the Agreement for thirty (30) days after written notice. Upon the occurrence of an event
of default, Licensor shall have the option to pursue either or both of the following remedies:
6100 Atlantic Boulevard
Norcross, GA 30071
With a copy to: Cingular Wireless LLC
Attn: Legal Department
Re: Cell Site # CN0356 (NB 037 -01); Cell Site Name: Southwest & Adrian
15 E Midland Avenue
Paramus, NJ 07652
If to Landlord: City of Rohnert Park,
Attn: Director of Administrative Sevices
6750 Commerce Blvd.
Rohnert Park, CA 94928
Either party hereto may change the place for the giving of notice to it by thirty (30) days prior written notice to the other as provided
herein.
29. ASSIGNMENT. Licensee may assign this License Agreement to any subsidiary, parent company, or any entity
which is the owner of a controlling interest in Licensee, or to any entity which acquires all or substantially all of the Licensee's assets
in the market defined by the Federal Communications Commission in which the Property is located by reason of a merger,
acquisition, or other business reorganization, provided that no such assignment shalt serve to release Licensee from its duties and
obligations hereunder. Licensee shall have no other right to assign its interest in this Agreement without Licensor's written approval,
which approval shall not be unreasonably withheld, conditioned or delayed. Licensor shall have the right to freely transfer and assign,
in whole or in part, all of its rights and obligations hereunder in the Building and and /or Property with no further liability or obligation
shall thereafter accrue against Licensor hereunder.
30. CONDEMNATION. If all or any portion of the Premises shall be taken or condemned for any public purpose to
such an extent as to make Licensee unable to utilize its Site Equipment, this Agreement shall, at the option of either party, forthwith
cease and terminate. All proceeds from any taking or condemnation of the Premises shall belong to and be paid to Licensor.
However, Licensee shall not be prevented from seeking a separate award for relocation expenses and loss of business revenue from
the party or parties taking the Premises. Licensee shall have all rights to its Site Equipment, which shall not be included in any taking
or condemnation award to Licensor.
31. ESTOPPELS, SUBORDINATIONS, REQUESTS AND APPLICATIONS. Each party agrees to execute for tliu
other, within thirty (30) days after written request, estoppels, subordination's (including non - disturbance clauses), zoning and
permitting requests, and applications.
32. APPLICABLE LAW. This Agreement shall be interpreted under, and venue shall reside in, the laws of the State of
California. In interpretation of this License Agreement, the plain meaning rule shall apply.
33. PARTIAL INVALIDITY. If any term of this Agreement is found to be invalid, the balance of this License Agreement
shall remain in full force and effect.
34. ATTORNEYS' FEES. The prevailing party in any litigation between the parties in connection with this Agreement
shall be entitled to recover its reasonable attorneys' fees and costs.
35. LICENSE ONLY. This Agreement creates a license only and Licensee acknowledges that Licensee does not and
shall not claim at any time any interest or estate of any kind or extent whatsoever in the Building, Premises, or Land by virtue of this
Agreement or Licensee's use of these areas pursuant hereto. In connection with the foregoing, Licensee further acknowledges that in
no event shall the relationship between Licensor and Licensee be deemed to be a so called Landlord- tenant relationship and that in
no event shall Licensee be entitled to avail itself of any rights afforded to tenants under the laws of the state in which the Building or
Property is located.
36. HEADINGS. Headings are for convenience only, and are not to be used in the interpretation of this Agreement.
EXHIBIT A
Legal Description of Building
Exhibit A
02050220 -KB
All that certain real property situated in the City of Rohnert Park, County of Sonoma, State of California,
described as follows:
Beginning at the northeasterly corner of Lot 3 in Block 2 of Subdivision 3, Unit B, as recorded in Book 35 of Maps,
pages 1, 2 and 3, Sonoma County Records; thence North 250 39' 10" West, 89.50 feet; thence North 640 20' 50"
East, 882.19 feet; thence South 75° 14' 21" East, 70.00 feet; thence from a tangent bearing South 14° 45' 39" West,
around a curve to the left with a radius of 225.00 feet, through a central angle of 40° 24' 49" a distance of 158.70
feet; thence South 25° 39' 10" East, 108.73 feet; thence South 64° 20' 50" West, 830.05 feet to the northeasterly
corner of Lot 1 in Block 5 of the aforementioned Subdivision No. 3, Unit B; thence along the northwesterly line of
said Lot 1, South.410 49' 25" West, 100.00 feet to the northeasterly right of way line of Santa Barbara Drive;
thence northerly along said right of way line from a tangent bearing North 48° 10' 35" West, around a curve to
the left with a radius of 475.00 feet, through a central angle of 3° 45' 15" a distance of 31.26 feet; thence North 51°
56' 50" West, 31.95 feet; thence around a curve to the left with a radius of 175.00 feet, through a central angle of
23° 52' a length of 72.90 feet to the most southerly corner of Lot 3, Block 2, of Subdivision 3, Unit B; thence North
140 11' 10" East, along the easterly line of said Lot 3, 175.62 feet to the point of beginning.
APN: 143 - 160 -008
EXHIBIT C
Site Equipment Specifications
(To be supplied by Licensee)
Please provide the following information for this exhibit:
1. Specifically describe intended services to be provided by the operation of this Site Equipment.
2. Engineering plan and design specifications that include:
a. dimensions of antennas and associated equipment cabinets
b. weight of each equipment cabinet; number of cabinets to be used
c. number of antennas to be used and antenna wind load characteristics
d. estimated power usage
e. information ensuring the weight of the Site Equipment being within the floor -load capacity of the
subject placement area.
3. Frequencies of all transmitters, receivers, and antennas.
4. Azimuth of antennas; effective radiated power for all transmit antennas.
5. Power levels and emission types for all transmitters.
6. Make and model of all transmitters, receivers, and antennas.
Please see below:
With site NB 037 -01, Cingular Wireless wants to provide GSM, GPRS and UMTS suburban coverage on
Southwest Blvd and Redwood Hwy in the City of Rohnert Park, including 911 capabilities.
Antenna size: 76.3"x10.3 "x5.3 ".
Number of Antennas: 6 total (3 per sector).
Antenna Maker: Kathrein.
Antenna Wind survival rating: 120 MPH.
Frequency Range: Dual band: 806 -960 Mhz; 1710 -2180 Mhz.
Azimuth: 20, 140, 260.
Equipment Maker: Ericsson.
Equipment type: RBS 2106 or Ericsson RBS 3106.
Cabinet size: 5'6 "x4'3 "x2'4 ", total of five (5) cabinets
Cabinet weight: 1301 Lbs (2106); 1210 Lbs (3106).
Power usage: Average power usage per Hi- capacity cabinet is 0.97KW