HomeMy WebLinkAboutMap APPLICANT 8/4/2008
I
EXCERPT FROM CITY OF SPRINGFIELD "ENGINEERING DESIGN STANDARDS AND PROCEDURES" MANUAL:
6.02.3
6.02.4
6.02.5
STREET TREE SIZE:
STREET TREES SHALL BE TWO INCH MINIMUM CALIPER. CALIPER IS THE STEM DIAMETER OF THE TREE MEASURED SIX INCHES ABOVE THE ROOT COLLAR, WHICH IS THE FLARE OF TREE BARK AT THE BASE OF THE TREE WHERE THE TREE MEETS THE DIRT.
STREET TREE LOCATION:
STREET TREES SHALL BE PLANTED AT 30-FOOT INTERVALS EXCEPT WHERE THE PLANTING INTERFERES WITH TRAFFIC VISION, STREET LIGHTING, SIGNS, OR PUBLIC UTILITIES. WHEN PLANTING LARGE CANOPY TREES, TREE SPACING MAY BE MODIFIED IF APPROVED BY THE CITY.
TREES LOCATIONS SHALL BE:
A. 35 FEET FROM THE PERPENDICULAR CURB LINE OF STREET INTERSECTIONS.
B. FIVE FEET FROM ALLEY INTERSECTION, DRIVEWAY, WATER METER OR OTHER UTILITY FIXTURE.
C. 20 FEET FROM A DECORATIVE POST TOP MOUNTED STREET LIGHT, AND 30 FEET FROM COBRA HEAD STREET LIGHTS.
D. TEN FEET FROM ANY UTILITY POLE.
TREE PLANTING PROCEDURES AND ESTABLISHMENT:
STREET TREES SHALL BE PROPERLY PLANTED AND WATERED TO ESTABLISH HEALTHY TREES. (SEE STANDARD PLANTING SPECIFICATION, STANDARD DRAWING 2-2). THE FOLLOWING METHODS SHALL APPLY:
A. A PLANTING PIT SHALL BE EXCAVATED LARGE ENOUGH TO ACCOMMODATE THE TREE ROOT RETAINERS WHICH SHALL BE USED WHENEVER THE TREE(S) ARE PLANTED WITHIN EIGHT FEET OF A CONCRETE SURFACE. THE RETAINER SHALL BE PLACED AGAINST THE CONCRETE TO
PREVENT ROOT EVASION. TYPICALLY A RETAINER IS PLACED ON TWO SIDES OF THE TREE. ONE RETAINER SHALL BE SET AGAINST THE CURB, THE OTHER AGAINST THE SIDEWALK. THE ROOT RETAINER SHALL TYPICALLY BE 12 TO 18 INCHES DEEP AND TWO TO FOUR FEET IN
LENGTH ALONG THE CONCRETE STRUCTURE. THE ROOT BARRIERS SHALL BE OF A DESIGN SIMILAR TO TREE ROOT BARRIERS BY DEEPROOT OR EQUIVALENT. NEVER ENCIRCLE THE ROOT BALL WITH A ROOT BARRIER.
B. REMOVE TREE FROM BURLAP OR CONTAINER AND PLACE ON SOLIDLY PACKED SOIL SO THAT THE ROOT COLLAR IS SLIGHTLY ABOVE THE SURROUNDING OR ANTICIPATED GRADE.
C. INSERT AN AERATION TUBE ON TWO SIDES OF THE TREE. THE TUBES SHALL EXTEND FROM THE GROUND SURFACE TO THE BASE OF THE ROOT BALL. THIS WILL ALLOW EVAPORATION OF EXCESS MOISTURE AND PROVIDE FOR EFFICIENT SUMMER WATERING. THE TUBE SHALL BE
FILLED WITH PEA GRAVEL. THE MINIMUM AERATION TUBE SPECIFICATION IS A THREE-INCH PERFORATED ADS DRAINPIPE OR EQUIVALENT.
D. THE TREE SHALL BE SUPPORTED WITH TWO STAKES ON EITHER SIDE OF THE TREE.
E. ON A TYPICAL FOUR FOOT PLANTER STRIP, PLANT TREES AT LEAST 1-1/2 FEET FROM THE SIDEWALK AND 2-1/2 FEET FROM THE CURB. ON LARGE PLANTER STRIPS, LOCATE THE TREES IN THE BACK HALF OF THE PLANTER STRIP CLOSEST TO THE SIDEWALK.
F. PLACE LOOSE FRIABLE NATIVE BACKFILL AROUND THE TREE. IF THE EXCAVATION MATERIAL IS HEAVY CLAY, PLANTER MIX SHALL BE USED AS BACKFILL.
G. SPREAD A TWO- TO THREE-INCH LAYER OF MULCH AROUND THE TREE BUT KEEP MULCH SIX INCHES FROM THE TRUNK.
H. BLACK PLASTIC SHALL NOT BE USED AS A WEED BARRIER AROUND TREES AS IT PROMOTES SURFACE ROOTS.
I. WATER THE TREES WITH TEN TO 20 GALLONS PER WEEK DURING THE SUMMER MONTHS OF THE FIRST AND SECOND YEARS. USE A HOSE AT LOW TRICKLE FOR SEVERAL HOURS TO PROVIDE DEEP ROOT WATERING. THIS WILL ENCOURAGE ROOTS TO GROW DEEP RATHER THAN ON
THE SURFACE. HOME IRRIGATION SYSTEMS ARE DESIGNED TO WATER TURF AND SHRUBS, BUT NOT TREE ROOTS. TREES SHOULD BE AUGMENTED WITH ADDITIONAL WA TERINGS.
J. FERTILIZERS SHALL NOT BE USED THE FIRST YEAR OF PLANTING. A B1 VITAMIN SHALL BE USED TO PROMOTE ROOT GROWTH.
K. STREET TREES PLANTED IN ROW SHALL BE SUBJECT TO A TWO-YEAR WARRANTY PERIOD. TREES SHALL BE ALIVE AND IN VIGOROUS GROWING CONDITION AFTER TWO GROWING SEASONS. SEE CITY OF SPRINGFIELD STANDARD CONSTRUCTION SPECIFICATIONS FOR FURTHER
INFORMA TION.
CITY OF SPRINGIELD STREET TREE DESIGN STANDARDS
NEW HEDGE
"ARBORVITAE" - ','THULA
OCCIDENT ALlS" 5 GALLON
SIZE SPACED AT 3'-0"
O/C TYP.
FILM SARRIER
OR EQUAL
2''X 2" XS' MIN. STAKES
PlASTIC CHAJN TIE
OR ~QVAL IN AGURE 8
Z"OlA. x ~' LONG
PERFORATED PVC PIPE
36" 91AMETER X 30" DEEP HOLE
SYMBOL
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CONSTRUCT ROOT BARRIER r~ ~~....
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, W.ITH F'LM BARRIER OR,.t:Q.,.U<A...L...) '..,.. ..~,...~..~. 'I..............
WHEN TREE IS PLANTED WITHIN 8 FT<< 4..~~ ' .
Of THE STREIT OR SIDEWALK. .~. . .~
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OR EQUAL IN FIGURE 8
2" x 2"x 8' STAKES
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NOTES
* REFER TO STkJOARD DRAWl~ 2-1 fOR lOCAllONREQUlRf.YENfS.
* smw lRE( SPECIES SHAlt. af: SElECTED t'ROMn-IECnYS APP~O SlRm lREE usr. REfER TO DESIG~ STANDARDS AND PRO'ctfDURES SECTION '6,00
* Sl'REU 'TREES SHAll. HAVE II 4 .INCH MlNlMUl.l TRUNK. ca.uPER AS M&.SlIRED 6 INCHfS A801JE THE ROOT cellAR.
FERTILIZED SOIL MIXTURE - 50%
ORGANIC MATERIAL FREE OF WEED
SEEDS AND DELETERIOUS MATERIAL
UNDISTURBED EARTH
~(t;/~ zona
2-2
2003
Rt.'VISI{H
STANDARD
DRAlVING
STREET TREE INSTALLATION'
HEDGE PLANTING
L
SCALE: NTS 2
STREET TREE PLANTING
SCALE: NTS 3
LANDSCAPE LEGEND
DESCRIPTION
NEW HEDGE
"ARBOR VI T AE"
"THULA
OCCIDENTALlS" 7
GALLON SIZE
(MIN. 6' AT
PLANTING)
SPACED AT 3'-0"
o /C TYP
NEW "RED BARK
CHERRY" -
6' -0" TALL AT
TIME OF
PLANTING,
SPACED AT
10' -0" O/C TYP;
10' FROM ANY
UTILITY POLE
QTY NOTES:
34 1) ALL PLANTINGS ARE DROUGHT
TOLERANT, NO IRRIGATION IS
REQUIRED.
2) ALL PLANTINGS WILL BE
WARRANTED BY LANDSCAPER
FOR A PERIOD OF ONE YEAR
FROM INSTALLATION TO
INSURE.
10
3)
ALL DEBRIS REMOVAL IS TO
BE DONE BY THE
CONTRACTOR.
4)
TBD
ALL REQUIRED GROUND COVER
PLANTS AND SHRUBS MUST
BE OF SUFFICIENT SIZE AND
NUMBER TO MEET THE
REQUIRED STANDARDS WITHIN
(3) YEARS OF PLANTING.
MULCH (AS A GROUND COVER)
MUST BE CONFINED TO AREAS
UNDERNEATH PLANTS AND IS
NOT A SUBSTITUTE FOR
GROUND COVER PLANTS.
5) ALL LANDSCAPING SHALL BE
INSTALLED PRIOR TO
RECEIVING FINAL BUILDING
INSPECTION APPROVAL.
6) IF PLANTINGS FAIL TO
SURVIVE, THE PROPERTY
OWNER SHALL REPLACE THEM
WITH AN EQUIVALENT
SPECIMEN.
SCALE: NTS 4
, Date
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RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAl
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I
SHEET TITLE
LANDSCAPE
DETAILS
SHEET NUMBER
L-2
PLOT SCALE: 1:1
NEW GROUND
COVER "EMERALD
CARPET" -
~g~: "RUBUS
GRAPHIC CAL YCINOIDES"
PURPOSES 1-GALLON SIZE
ONL Y;
LANDSCAPE @ 24" O.C. EACH
CONTRACTOR WAY COVERING
TO E ' 0"
VERIFY TH 5 -
AMOUNT LANDSCAPE
BUFFER AREA
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SITE AREAS:
EXISTING ASPHALT:
EXISTING CONCRETE:
EXISTING CONC. WALKWAY:
EXISTING LANDSCAPE*:
GRASSY AREA:
STRIP @ SOUTH LOT LINE:
EXISTING STRUCTURES:
TOTAL SITE AREA:
PROPOSED COMPOUND:
PROPOSED LANDSCAPE:
COMPOUND PERIMETER:
STREET TREES**:
.
53,859 SF
2,448 SF
889 SF
.
. . .
. . .
15,544 SF
2,357 SF
13,172 SF
88,269 SF
900 SF
RENEWAL DATE 12/31/09
SITE NAME:
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MCKENZIE
725 SF
+250 SF
SITE NUMBER:
P004020J
* EXISTING STREET TREES ALONG WESTERN AND SOUTHERN PROPERTY LINES ARE NOT
CONTAINED WITHIN THE SITE BOUNDARY AND THEREFORE ARE NOT INCLUDED WITHIN THESE
FIGURES.
** PROPOSED STREET TREES ON YOLANDA AVE, 20TH ST & RANCH DRIVE WILL BE WITHIN THE
PUBLIC ROW AND ARE SUBJECT TO CITY OF SPRINGFIELD PLANTING REQUIREMENTS.
LOCA TION:
2095 YOLANDA AVE, SPRINGFIELD, OR 97477
PROJECT AREAS
ZONING SUBMITTAL:
T -1 GENERAL INFO. & SIGNATURE BLOCK
V-1 PRELIMINARY SURVEY
V-2 EXISTING CONDITIONS
C-1 OVERALL SITE PLAN
C-2 ENLARGED PROJECT AREA PLAN
C-3 ELEVATIONS
BUILDING DEPARTMENT SUBMITTAL:
C-4 ENLARGED EQUIPMENT PLAN
C-5 BTS EQUIPMENT DETAILS
C-6 GENERATOR & PROPANE DETAILS
C-7 TYPICAL DETAILS I
C-8 TYPICAL DETAILS II
C-9 TIME OF TRAVEL ZONE (TOTZ)
G-1 GENERAL NOTES
E -1 ELECTRICAL SITE PLAN & NOTES
E -2 GROUNDING PLAN & DETAILS
E -3 ELECTRICAL GROUNDING DETAILS
E -4 ELECTRICAL MISCELLANEOUS DETAILS
E -5 LIGHTING PLAN AND DETAILS
RF-1 RF DETAILS I
RF-2 RF DETAILS II
RF-3 RF DETAILS III
ER-1 GRADING & EROSION CONTROL PLAN
L-1 LANDSCAPE PLAN
-L -2 LANDSCAPE DETAILS
SIGNATURE DATE
LANDLORD:
FRANK COLLINS
SITE ACQ:
BRET MORFIN
ZONING:
JOSH GERTSEN
RF ENGINEER:
RONALDO BAL TAZAR
CONST. MGR:
GARY DRAKE
OPS. MGR:
JOSHUA SOMMERS
DEV. MGR:
CHRISTY WIEGAND
FROM PORTLAND ENGINEERING OFFICE:
1 : START OUT GOING EAST ON NE IRVING ST
TOWARD NE 16TH AVE.
2: MERGE ONTO 1-84 E I US-30 E VIA
THE RAMP ON THE LEFT. (0.9 MILES)
3: TAKE THE 33RD AVE. EXIT-EXIT 1
(0.1 MILES)
4: TURN LEFT ONTO NE 33RD AVE.
(0.1 MILES)
5: TURN RIGHT OI\1TO NE BROADWAY.
(0.2 MILES)
6: TURN RIGHT ONTO NE 37TH AVE.
(0.1 MILES)
7: TURN RIGHT ONTO NE SANDY BLVD I
US-30 BR. (0.1 MILES)
8: 8MERGE ONTO 1-84 W I US-30 W.
(1.9 MILES)
9: MERGE ONTO 1-5 S VIA THE EXIT ON
THE LEFT TOWARD BEAV.ERTON I SALEM.
(1 08.0 MILES)
1 0: MERGE ONTO OR-126 E VIA EXIT 194A
TOWARD SPRINGFIELD. (2.7 MILES)
11: TAKE THE MOHAWK BLVD. EXIT.
(0.1 MILES)
12: TURN LEFT ONTO MOHAWK BLVD.
(0.2 MILES)
13: MOHAWK BLVD BECOMES 19TH ST.
(0.5 MILES)
14: TURN RIGHT ONTO YOLANDA AVE.
(0.1 MILES)
TOTAL EST. TIME: 1 HOUR, 57 MINUTES
TOTAL EST. DISTANCE: 115.41 MILES
APPLICANT:
T -MOBILE WEST CORPORATION
1500 N.E. IRVING STREET, SUITE 530
PORTLAND, OR 97232
CONTACT: JIM BARTA (503) 544-2429
ZONING CONTACT: (503) 609-2399
JOSH GERTSEN
SITE NAME:
MCKENZIE
SITE ADDRESS:
2095 YOLANDA AVE
SPRINGFIELD, OREGON 97477
SITE NUMBER:
P004020J
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CONST. CONTACT: (360) 908-~7()7
GARY DRAKE
ZONING:
NEIGHBORHOOD COMMERCIAL
(1.)
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SITE ACQ. CONTACT: (503) 708-8023
BRET MORFIN
JURISDICTION
CITY OF SP'RINGFIELD
LANDLORD:
EMERALD SQUARE DANCE CENTER
2095 YOLANDA AVE
SPRINGFIELD, OR 97477
FRANK COLLINS (541 )461-6888
COUNTY
LANE COUNTY
PARCEL NUMBER(S) & AREA:
TAX LOT 17-03-24-43-02319
82,015.41 SQ. FEET +
1.88 ACRES+
~
UTILITY PROVIDERS:
TELCO PROVIDER: QWEST
POWER PROVIDER: CWLP
.
.
DOCUMENT REVIEW
LANE COUNTY, OR
PROJECT AREA
900 SQ. FEET
PROJECT DESCRIPTION:
T -MOBILE PROPOSES TO CONSTRUCT AN
UNSTAFFED RADIO TELECOMMUNICATIONS
FACILITY CONSISTING OF A THREE-SECTOR,
FLUSH MOUNT ANTENNA ARRAY, (3)
ANTENNAS PRESENT, (0) FUTURE, (3)
TOTAL ANTENNAS MOUNTED TO A NEW
80' -0" STEEL MONOPOLE WITH THE
EQUIPMENT LOCATED WITHIN A NEW
30' -0" X 30' -0" FENCED LEASED AREA.
RELEASE
.
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
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PROJECT COORDINATES
N 44004'17.0"
W 122059'37.60"
USGS MAP
LAT:
LONG:
SOURCE:
GENERAL INFORMATION:
1. PARKING REQUIREMENTS ARE UNCHANGED
2. TRAFFIC IS UNAFFECTED
3. SIGNAGE AT SITE IS PROPOSED
, eate 1
SHEET TITLE
GENERAL
INFORMATION &
SIGNATURE BLOCK
SHEET NUMBER
1-1
PLOT SCALE: 1 :1
Orfglrtal
DRIVING DIRECTIONS
SHEET INDEX
GENERAL INFORMATION
PROJECT INFORMATION
LOCATOR MAP
PROJECT INFORMATION CONT'D
N.T.S.
1
DRG 200g~DD0t5D. ,
S \ +c... p laf) T~~fuX:"
1" VN>k)1 Ie. / tt"MJ/'OJd 5cc>u.ue~
~
SCALE: 1" = 30'
CURB INLET
LID BOLTED. UNABLE
TO OPEN
GUT ELEVATION: 458.10'
CURB INLET
LID BOLTED, UNABLE
TO OPEN
GUT ELEVATION: 459.37'
~
STORM MANHOLE
RIM: 460.65'
IE 27" CONC IN(E): 455__10'
IE 27" CONC OUT(W): 455.00'
N 90.00'00" E 230.49'
CURB INLET
LID BOLTED, UNABLE
TO OPEN
GUT ELEVATION: 458.60'
LEGEND
These standard symbols will
be found in the drawing.
@ AREA DRAIN
CONIFEROUS
~ CATCH BASIN
--
-e- POWER METER B3 WATER METER
'cf FIRE HYDRANT 1><1 WATER VALVE
@ GAS METER 0 DECIDUOUS
J... GUY WIRE . BOLLARD
~ GAS VALVE @ ROOF DRAIN
0 POWER POLE ~ SEWER CLEANOUT
~ STORM MANHOLE (5 LIGHT POLE
~ SIGN . GPS LOCATION
@ STUMP 0 CURB INLET
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LATITUDE & LONGITUDE
Site Name: McKenzie Date: March 13, 2007
Site Number: PO 04020J
Address: 2095 Yolanda Ave., Springfield, Or. 97477
GEOGRAPHIC POSITIONS
Latitude: 44Q04' 17 .0"North(NAD 83)
Longitude: 122Q59'37.6"West(NAD 83)
Elevation-Ground: 463 Feet(NAVD 88)
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I certify that the latitude and the longitude shown above are accurate
to within + 50 feet horizontally and that the site elevation shown
above is accurate to within + 20 feet vertically. The horizontal
Datum (Geographic Positions) are in terms of the North American
Datum of 1983 (NAD 83) and are expressed as degrees ( Q ),
minutes ( , ), and seconds (" ), to the. nearest tenth of a second.
The vertical datum (elevations) are in terms of the National Geodetic
Vertical Datum of 1929 (NGVD-29).
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BENCHMARK:
THE BENCHMARK USED FOR THIS PROJECT IS CITY OF SPRINGFIELD STORM MAN
# 1 01, LOCATED AT THE INTERSECTION OF YOLANDA AVE. AND 21 ST STREET.
RIM ELEVATION: 460.65' (NAVD 88)
SURVEY NOTE:
THIS IS NOT A BOUNDARY SURVEY. RECORD DATA WAS USED AND FOUND
MONUMENTS WERE HELD TO ESTABLISH LINES AS SHOWN.
UTILITIES NOTE:
DUE TO TIME CONSTRAINTS, UNDERGROUND UTILITY LOCATES
PAINT WAS NOT AVAILABLE FOR THIS SITE. CONTRACTORS
WILL NEED TO OBTAIN UTILITIES LOCATION MARKING PRIOR
TO CONSTRUCTION.
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AUG - 4 2008
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PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 25. 1995
MICHAEL D. RENNICK
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RENEWAL DATE: 01-01-09
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02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
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STORM MANHOLE
RIM: 460.65'
IE 27" CONC IN(E): 455.10'
IE 27" CONC OUT{W): 455.00'
RENEWAL DATE 12/31/09
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TREES
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RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITfAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
- -
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EXISTING TREES
SHEET TITLE
EXISTING
CONDITIONS
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24X36 SCALE: 1" = 30'-0" 1
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1. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN
100 FEET THAT HAVE ANY WATER COURSES
(STREAMS, RIVERS, ETC.).
2. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN
100 FEET THAT ARE WITHIN THE FEMA DESIGNATED
100 YEAR FLOOD PLAI N.
3. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN
100 FEET THAT ARE DESIGNATED SHORELINE AREAS.
4. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN
100 FEET THAT HAVE ANY WATER BODIES AND/OR
KNOWN WETLANDS.
5. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN
100 FEET THAT HAVE ANY UNSTABLE SLOPES
AND lOR LANDSLIDE HAZARD AREAS.
6. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN
100 FEET THAT HAVE ANY SIGNIFICANT WILDLIFE
HABITAT OR VEGETATION.
7. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN
100 FEET THAT HAVE ANY SIGNIFICANT HISTORIC,
CULTURAL, OR ARCHEOLOGICAL RESOURCES.
8. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN
100 FEET THAT HAVE ANY EXISTING PEDESTRIAN
AND BICYCLE FACILITIES.
9. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN
100 FEET THAT HAVE ANY EXISTING TRANSIT
ROUTES AND lOR STOPS.
10. TRAFFIC INFORMATION REPORT BY OTHERS.
11. SITE PLAN IS FOR INFORMATION ONLY. VERIFY ALL
DIMENSIONS.
12. CONTRACTOR TO VERIFY ACCURACY OF ALL
PROPERTY LINE INFORMATION PRIOR TO EXECUTION
OF WORK.
13. THE LOCATION OF EXISTING UTILITY FACILITIES HAS
BEEN RESEARCHED AT A MINIMUM LEVEL. THE
CONTRACTOR SHALL CONTACT THE RESPECTIVE
UTILITY COMPANIES TO OBTAIN INFORMATION
REGARDING EXACT DEPTH OF BURIAL AND
HORIZONTAL LOCATION OF UTILITY LINES PRIOR TO
CONSTRUCTION. THE ENGINEER AND SITE DESIGNER
ASSUMES NO RESPONSIBILITY FOR THE DELINEATION
OF SUCH UNDERGROUND UTILITIES, NOR FOR THE
EXISTENCE OF BURIED OBJECTS WHICH ARE NOT
14. ADDITIONAL E-911 ANTENNAS REQUIRED. MOUNT
SIMILAR TO GPS ANTENNA-VERIFY LOCATION WITH
PROJECT MANAGER.
PROJECT NOTES
EXISTING STREET
TREES TO REMAIN
EXISTING PARKING
LOT ACCESS
TO REMAIN
NEW 12' -0" ACCESS EASEMENT
TO COMPOUND
EXISTING ASPHALT
PARKING AREA
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06/27/08 CONSTRUCTION SUBMITTAl
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SHEET TITLE
OVERALL
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SHEET NUMBER
C-1
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06/27/08 CONSTRUCTION SUBMITTAL
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SHEET TITlE
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NOTE:
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02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
1- -
SHEET TITLE
ELEV ATIONS
SHEET NUMBER
C-3
PLOT SCALE: 1:1
2
,
120 GALLON PROPANE
TANK ON 3' -0" X 3' -0"
X 8" CONCRETE PAD
SEP ARA TE FROM EQUIP.
PAD; MAINTAIN 10'-0"
TANK SETBACK FROM
ALL IGNITION SOURCES;
SEE SHEET C-6 FOR
DETAILS ~
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LEASED AREA; SEE SHEET C-3
/
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PURCELL BBU CABINET; PROVIDED
AND INSTALLED BY OTHERS; SEE
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NOKIA UL TRASITE OUTDOOR RADIO
CABINETS; (1) PRESENT; (1)
FUTURE; PROVIDED AND INSTALLED
BY OTHERS; SEE SHEET C-S
NEW COAX BRIDGE W/ GPS/E-911
ANTENNA; SEE DETAILS
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STUB UP TELCO &
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02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
- -
SHEET TITLE
ENLARGED
EQUIPMENT
PLAN
SHEET NUMBER
C-4
PLOT SCALE: 1:1
1
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REQUIRED SERVICE CLEARANCE
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EQUIPMENT ISOMETRIC VIEW
TYPICAL EQUIPMENT ANCHORAGE
NOKIA ULTRASITE CABINET WT= 740# (2 UNITS)
PURCELL BBU CABINET WT = 2642#
SEISMIC ANCHORAGE
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2.5/1.0
(1) NOKIA ULTRASITE BTS: 740 LBS
(1) NOKIA ULTRASITE BTS: 740 LBS
(1) PURCELL CABINET: 2642 LBS
(1) NOKIA FLEXI UMTS (NODE B): 132.3 LBS
FPmax - 1 .6( 1 .0)( 1 .O)Wp = 1.6 Wp
FPmin = .3( 1 .0)( 1 .0)Wp = .30 Wp, 6gov
TOTAL EQUIPMENT WEIGHT:
F NOKIA = .30(740#) = 222#
F PURCELL = .30(2642#) = 792.6#
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3
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2' - 6"
2'-6"
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02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
SHEET TITLE
BTS EQUIPMENT
DETAILS
SHEET NUMBER
C-5
4
PLOT SCALE:
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@
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120 gal, CAPACITY WI = (36.3#/CF) 16.04 CF= 582#
PROPANE
120(.1337) = 16.04 CF W T = 350#
TANK
Fp== .4( 1.0).75(932#) (1 +.z()o == 280#
1.5/1.5
FPmax - 1.6(.75)(1.5)932# = 1678# > Fp.', O.K.
FPmin = .3(.75)(1.5)932# = 315# > Fp , , GOVERNS
3/8"(/) KWIKBOLT 3, EMBED = 2-1/2"
V = 11 25#
GENERATOR - SEISMIC ANCHORAGE
WT = 794#
o
Fp = .4(1.0)(.75)(794#) (1 +i&J == 159#
1.5/1.0
Fpmax = 1.6(.75)(1.0)(794#) = 953# > Fp ,'. O.K.
USE: (4) 3/8"(/) HILTI-KWIK-BOLT 3
EXPANSION ANCHORS (EMBED = 2 1/2")
(1 BOLT EA. CORNER)
Fpmin - .3(.75)(1.0)(794#) - 179# > Fp , . GOVERNS
USE: (4) 3/8"rj> HILTI-KWIK-BOLT 3
EXPANSION ANCHORS (EMBED = 2-1/2")
( 1 BOLT EA. CORNER)
SCALE: NTS 6 PROPANE ANCHRG. CALCS
7 GENERATOR ANCHRG. CALCS 8
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NOTE:
THIS GENERATOR & PROPANE LAYOUT IS FOR
INFORMATION ONLY AND IS PRESENTED AS A
GUIDELINE, SEE SITE PLAN FOR ACTUAL PLACEMENT
OF EQUIPMENT. VERIFY SITE CONDITIONS PRIOR TO
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TYPICAL GENERATOR LAYOUT
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Received:
- 4 2008
Original Submittal
SCALE: NTS
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02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
- -
SHEET TITLE
GENERATOR &
PROPANE TYP.
DETAILS
SHEET NUMBER
0-6
PLOT SCALE: 1 :1
NOTE:
CONTRACTOR TO APPLY MIN OF
TWO COATS WOOD WATERPROOF
SEALER AFTER COMPLETION OF
FENCE CONSTRUCTION.
PROVIDE MIN. OF (4) 3" GATE
HINGES. LATCH AND LOCK AS
REQUIRED
RENEWAL DATE 12/31/09
PROVIDE 2X6 PT FLAT
DIAGONAL BRACING OR
ANTI-SAG KITS AS REQ'D.
1X6X8 #1 BOX TOP CEDAR FENCE
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CALL
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1-888-662-4662
P004020J
MCKENZIE
NOTICE
~
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Site No:
Site Name:
This site contains lead acid batteries.
MSDS:
RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMllTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMllTAL
o
o
NOTICE
Radio Frequency Transmitters
in use beyond this point
GENERAL INFORMATION FOR WORKING IN
THE AREA OF ANTENNAS
Obey all posted signs and information for
working in radio frequency environments.
* All personnel entering this site must be authorized.
* Obey all posted signs.
* Assume all antennas are active.
* Maintain minimum distance of 3 feet clearance
from antennas.
In accordance with Federal Communications Commission Rules
on Radio Frequency Emissions - 47 CFRI Subpart HI Part 22,
SIGN NOTES:
SHEET TITLE
TYPICAL
DETAILS I
1. SIGN MATERIAL:
18GA ALUMINUM
2. LETTERING COLOR -
BLACK
3. BACKGROUND COLOR
= WHITE
Call 1-888-662-4662 for information or assistance.
Received:
AUG - 4 2008
SHEET NUMBER
OrigInal submittal
C-7
SIGN DETAILS
4
3 NOT IN USE
SCALE: NTS
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SCALE: NTS 7 NOT IN USE
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SCALE: NTS 2 COMPOUND SECTION
SCALE: NTS
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NOT IN USE
NOT IN USE
LEASE AREA
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NO FINES
VEGETATION
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SCALE: NTS ~
SCALE: NTS
6
AUG - 4 2008
Original submittal
SCALE: NTS 9
cp7j08
RENEWAL DATE 12/31/09
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RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
1- -
SHEET TITLE
TYPICAL
DETAILS II
SHEET NUMBER
C-8
PLOT SCALE: 1:1
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RELEASE
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02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
- -
SHEET TITLE
TIME OF
TRAVEL ZONE
(TOTZ)
SHEET NUMBER
C-9
PLOT SCALE: 1:1
Originoi
Q
\?
~
GENERAL NOTES:
1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE,
THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC
PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S
SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR
AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS
DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL.
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED
DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND
REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, VOICESTREAM
WIRELESS REPRESENTATIVE PRIOR TO START OF WORK.
3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE
JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE
PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH
THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND
CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO
PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY
AND IN WRITING.
4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED
WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY
DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.
5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE
CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND
PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE
CONTRACT.
6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
7. ALL WORK PERFORMED ON THE PROJECT 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, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND
STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
-
8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH
THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE
SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION" AND EACH SUCCESSIVE
SHEET BEARS THE ARCHITECT'S/ENGINEER'S SIGNED WET STAMP.
9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING
ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC.
ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION
PRACTICES.
10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING
CONSTRUCTION AND REPAIR ALL DAMAGES TO EQUAL OR BETTER NEW
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY
DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE
PROJECT. THE T -MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS
TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL
MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S
EXPENSE.
12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING
CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND
ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION.
13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER
CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL,
PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING
CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED,
MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL
,
ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR
SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF
ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION
IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO
MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED,
THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR
CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL
CONTRACT.
14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM
ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE
SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES
OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE
WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE
RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING
AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING
ALL NECESSARY INSPECTIONS AND APPROVALS FROM ,BUILDING AUTHORITIES
DURING THE EXECUTION OF THE WORK.
GENERAL NOTES
GENERAL NOTES CONTINUED:
15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT
LESS THAN 2-A OR 2-A 1 OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL
PORTIONS OF PROJECT AREA DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO
AVOID DISTURBING NORMAL BUSINESS.
17. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE
MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING,
COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL
ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING
WARRANTY.
20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETG ARE INDICATED AS
PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH
THE ON SITE T -MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK.
CONCRETE NOTES:
1 . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND
THE SPECIFICATION CAST -IN-PLACE CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2450 PSI AT
28 DAYS (UNO).
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED
UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A
185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B"
AND ALL HOOKS SHALL BE STANDARD (UNO).
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING
STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH
- 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER ..........................2 IN.
#5 AND SMALLER & WWF ...........1-1/2 IN.
5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF
CONCRETE (UNO). HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE
1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL
CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON
THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE
ELEVATED SLAB.
6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL
OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2% TO PROMOTE
DRAINAGE AWAY FROM EQUIPMENT.
SITE WORK NOTES:
1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM
THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS.
3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.
FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR
EMBANKMENT.
4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM
GRADE PRIOR TO THE CRUSHED STONE APPLICATION.
5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE
ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE
REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS
DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE
CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.
CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.
6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,
WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND
SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH
WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE
APPROVAL OF ENGINEERING.
7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT
COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED
TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS
SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK.
SITE WORK NOTES CONTINUED:
8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND,
MEDIUM TP COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED,
FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC
MATTER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION:
SIEVE SIZE PERCENT PASSING
100
NO. 4 MESH 60-90
NO. 8 MESH 0-45
NO. 16 MESH 0-25
NO. 100 MESH 0-2
NO. 200 MESH 0-2
9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED
PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE.
TOWER/POLE NOTES:
1. VERIFICATION THAT THE EXISTING TOWER-POLE CAN SUPPORT THE PROPOSED
ANTENNA LOADING IS TO BE DONE BY OTHERS.
2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL
INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED
AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S
REQUIREMENTS.
VAULT NOTES:
THE FOLLOWING INSTALLATION INFORMATION COVERS THE MAIN ASPECTS OF THE
VAULT INSTALLATION. REFER TO ASTM SPECIFICATION C-891 "INSTALLATION OF
UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" FOR ADDITIONAL DETAILS.
1. EXCAVATION AND BEDDING:
INSTALLATION OF VAULTS REQUIRES THAT THE CUSTOMER PROVIDE THE
EXCAVATION IN WHICH TO LOWER THE INDIVIDUAL COMPONENTS INTO PLACE. THE
EXCAVATION MUST ALLOW FOR OVERALL HEIGHT OF VAULT PLUS THE ADDED
HEIGHT OF RISERS, ACCESS DOORS, FRAMES AND COVERS, ETC. BEDDING
MATERIAL SHOULD CONSIST OF 3" TO 6" OF COMPACTED PEA GRAVEL, GRADED
LEVEL. A MINIMUM CLEARANCE OF 6" AROUND THE SIDE AND END WALLS OF
THE VAULT IS REQUIRED FOR EASE OF INSTALLATION.
2. OFF-LOADING AND SETTING:
THE VAULT IS ASSEMBLED BY LOWERING EACH SECTION INTO THE EXCAVATION.
THE BASE SECTION IS LOWERED FIRST, SET LEVEL AND FIRMLY POSITIONED
BEFORE-PLACING INTERMEDIATE AND/OR TOP SECTION. THE EXCAVATION MUST
NOT CONTAIN WATER WHEN SETTING VAULT. WHEN INSTALLING VAULT SECTIONS
THAT HAVE FOUR LIFT POINT LOCATIONS, USE FOUR-WAY CABLE RIGGING WITH
CABLES BEING OF EQUAL LENGTH AND WIDTH NO MORE THAN A 45 DEGREE
ANGLE FROM VERTICAL. DO NOT LIFT BY LESS THAN FOUR CABLES.
THE SEAL SURFACES BETWEEN SECTIONS MUST BE CLEAN AND THE
GASKET/SEALANT MUST BE IN PLACE. SPLICE GASKET/SEALANT AWAY FROM
CORNERS. REFER TO CATALOG DRAWING FOR PLACEMENT LOCATION.
3. KNOCKOUTS:
KNOCKOUTS ARE PROVIDED IN VARIOUS LOCATIONS IN SUFFICIENT NUMBER TO
MEET THE MAJORITY OF REQUIREMENTS. KNOCKOUTS ARE EASILY REMOVED BY
STRIKING IN THE CENTER WITH A HAMMER OR SIMILAR TOOL. A SINGLE
MODERATELY HEAVY BLOW WILL GIVE BETTER RESULTS THAN NUMEROUS LIGHT
BLOWS. ONLY USE THE KNOCKOUT AREAS PROVIDED ON VAULT FOR CONDUIT
AND PIPE PENETRATIONS. A BLOCKOUT IN ANY OTHER AREA COULD WEAKEN THE
STRUCTURAL INTEGRITY OF THE VAULT.
4. BACKFILLING:
BACKFILL AROUND THE VAULT SHOULD CONSIST OF GOOD COMPACTIBLE MATERIAL
SUCH AS PEA GRAVEL, SAND, OR SELECT BACKFILL MATERIAL. IN NO CASE SHALL
THE MATERIAL BE SATURATED SOIL, OR CONTAIN LARGE ROCKS OR CHUNKS. NO
VOIDS SHOULD REMAIN BETWEEN THE VAULT WALLS AND NATIVE SOIL OF
EXCAVATION.
BACKFILLING SHOULD NOT BE DONE UNTIL VAULT IS COMPLETELY ASSEMBLED
MAKING CERTAIN TO COMPACT THE BACKFILL PROGRESSIVELY FROM THE BOTTOM
TO THE TOP SURFACES. ALL BACKFILLING IS THE RESPONSIBILITY OF THE
CUSTOMER/CONTRACTOR. IF IN THE PUBLIC RIGHT OF WAY, PUBLIC APPROVAL
FROM GOVERNING AGENCY WILL NEED TO BE OBTAINED.
SECTIONAL VAULTS USED AS OIL/WATER SEPARATORS, GREASE TRAPS, OR HOLDING
TANKS MUST NOT BE FILLED WITH WATER UNTIL BACKFILLING IS COMPLETE.
ATTENTION (OREGON SITES ONLY):
CALL 1-800-332-2344 48 HOURS BEFORE YOU DIG. OREGON LAW REQUIRES YOU
TO FOLLOW OAR 952-001-0010 THRU 952-001-0090. COPIES ARE AVAILABLE AT
THE OREGON UTILITY NOTIFICATION CENTER 503-232-1987
ATTENTION (WASHINGTON SITES ONLY):
CALL 1-800-424-5555 48 HOURS BEFORE YOU DIG. WASHINGTON LAW REQUIRES
YOU TO FOLLOW RCW 19.122, CHAPTER 144
A/C AIR CONDITIONING MFR. MANUFACTURER
ADJ. ADJUSTABLE MGR MANAGER
AFF ABOVE FINISH FLOOR MIN MINIMUM
AGL ABOVE GRADE LEVEL MISC MISCELLANEOUS
APPROX. APPROXIMATELY
ASTM AMERICAN SOCIETY FOR N NORTH
TESTING AND MATERIALS NA NOT APPLICABLE
AWG AMERICAN WIRE GAUGE NIC NOT IN CONTRACT
NTS NOT TO SCALE
BLDG. BUILDING
BLK. BLOCK OC, ole ON CENTER
BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER
B/S BUILDING STANDARD OPG. OPENING
OPP OPPOSITE
CLG CEILING OHP OVERHEAD POWER
CLR. CLEAR UGP UNDRGRND POWER
CONC. CONCRETE OHT OVERHEAD TELCO
CO NST. CONSTRUCTION UGT UNDRGRND TELCO
CONT. CONTINUOUS PLYWD. PLYWOOD
DBL. DOUBLE PR PAIR
DIA., r/J DIAMETER PROJ PROJECT
DIAG. DIAGONAL PROP PROPERTY
DIM. DIMENSION PT PRESSURE TREATED
ON DOWN REQ'D REQUIRED
DTL, DETL DETAIL RM ROOM
DWG. DRAWING R.O. ROUGH OPENING
E EAST S SOUTH
EA. EACH SHT SHEET
EL, ELEV ELEVATJON SIM. SIMILAR
ELECT ELECTRICAL SPEC. SPECIFICATION
EQ. EQUAL SQ SQUARE
EQUIP. EQUIPMENT SS STAINLESS STEEL
E.W. EACH WAY STL. STEEL
EXIST. EXISTING STRUCT. STRUCTURAL
EXT EXTERIOR SUSP. SUSPENDED
S.V. SHEET VINYL
FIN. FINISH
FLU 0 R. FLUORESCENT THRU THROUGH
FLR FLOOR TNND TINNED
FT. FOOT T.O.C. TOP OF CONCRETE
T.O.M. TOP OF MASONRY
GA. GAUGE TYP TYPICAL
GALV GALVANIZE(D)
GC GENERAL CONTRACTOR UBC UNIFORM BUILDING
GRND GROUND CODE
GWB GYPSUM WALL BOARD
GYP. BD. GYPSUM BOARD UNO UNLESS NOTED
OTHERWISE
HARD'WD HARDWOOD
HORIZ. HORIZONTAL VERT. VERTICAL
HR HOUR VIF VERIFY IN FIELD
HT. HEIGHT VT VINYL TILE
HVAC HEATING, VENTING
AND AIR CONDITIONING W WEST
W/ WITH
1.0. INSIDE DIA. WIN WINDOW
IN. INCH W/O WITHOUT
INFO INFORMATION W.P. WATERPROOF
INSUL. INSULATION
INT. INTERIOR 4
ANGLE
LB(S) POUND(S) & AND
LNA ANTENNA AMPLIFIER Cl CENTER LINE
MAX MAXIMUM Fl PROPERTY LINE
MECH MECHANICAL @ AT
MET, MTL METAL # NUMBER
ill REVISION I 100 I ROOM NUMBER
~ KEY NOTE 4#-4
SECTION REFERENCE
@--
DETAIL REFERENCE
0-
~ ELEVATION DATUM POINT
ELEVATION REFERENCE
CHAINLlNK FENCE
CEDAR FENCE
POWER
TELCO
POWER/TELCO
GAS
OVERHEAD COAX
COAX
CENTERLINE
EASEMENT
PROPERTY LINE
o
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P P P
T T T
TIP TIP TIP
GAS GAS GAS
OHC OHC OHC
COAX COAX COAX
-0
P
T
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GAS
-OHC
-COAX
ABBREVIATIONS, SYMBOLS & LEGEND
SCALE: NTS
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RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
- -
SHEET TITLE
GENERAL
NOTES
SHEET NUMBER
G-1
PLOT SCALE:
-
GENERAL ELECTRICAL NOTES
GAL V. STEEL
CAPS (TYP)
FASTEN STRUT. TO
POSTS BY USING A TWO
PIECE CLAMP, THROUGH
BOLTING, DRILLING AND
TAPPING OR WELDING
48" X 36" X 12" DEEP
HOFFMAN 48R3612HCR
OR APPROVED EQUAL
INSTALL 3/4" PLYWOOD
BACKBOARD
(3) GALVANIZED STEEL OR
STAINLESS 1-5/8" X 1- 5/8" Y
UNISTRUTS W/ PUSH CAPS /1
GALV. STEEL, 4" RIGID POSTS ~A. _ n.:
QWEST PROVIDED ~ : :
TERMINAL & BASE ! i ~
LEA VE 3' SLACK LOOP : :
i~: :
3" PVC LR CONNECTION ~ "l;~ I":'~: " -
EXIST. 1-1 /2" KNOCKOUT WILL ~ ~'" i i ~
NEED TO BE DRILLED OUT TO ~""r--~; _: ~ LD
ACCEPT THE 3" CONDUIT "'r--~ l~.,._ _......_,-~, -,.....,..~~ c: PLACE GROUND BUS AT
--- - _ _ '1.;-'_ _ ~
I r 1 n THE BOTTOM BACK SIDE
#6 SOLID COPPER TYP. ~_ ~~ r:r r:r' I... ~~__________ OF THE CLOSURE
FINISHED GRADE yl ~ / ~, , '--------DEDiCATED DUPLEX
/ I: " ~,~ 4" :~' ~ ~_ ' 120 VAC 20 AMP
II: .... j ~r-----~ _ "Z UTILITY PLUG
CADWELDV. / CADWELD- '.-;-, ~~CADWELD
, CUSTOMER PROVIDED
CONDUITS TO EQUIP.
12"~ X 24" CONC
FOOTING
GAL V. STEEL
CAPS (TYP)
(3) GALVANIZED -,
STEEL OR
STAINLESS /~
1-5/8" X 1- I
5/8" UNISTRUTS 'IA
W / PUSH CAPS
6' -0"
1. INSTALLATION OF SECONDARY POWER AND
CONNECTION TO METER SHALL BE COMPLETED
IN COMPLIANCE WITH NATIONAL ELECTRIC CODE,
NFPA 70, LOCAL AND STATE LAWS, RULES
AND REGULATION,S FOR INSTALLING ELECTRIC
WIRES & EQUIPMENT, ALL LATEST ISSUE, AND
WITH SPECIFICATIONS PER A.S. T.M. B 231, B
400, I.C.E.A. S651-401, I.C.E.A. P81-570, &
LOCAL PUD.
2. PROVIDE A METER BASE PER LOCAL UTILITY
STANDARDS MOUNT ON ELECTRICAL PANEL
SUPPORT FRAME
3. UNDERGROUND CONDUIT SHALL BE RIGID
POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40,
TYPE 1, CONFORMING TO UL ARTICLE 651:
WESTERN PLASTICS OR CARLON
MANUFACTURER. COUPLINGS SHALL BE
SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT,
WESTERN TYPE COMPATIBLE WITH PVC DUCT.
ALL BENDS SHALL BE (36" MINIMUM RADIUS
FOR POWER AND TELEPHONE). ALL CONDUIT
UNDER ROADS SHALL BE RGS, (OR PVC
ENCASED IN 8"x18" RED CONCRETE DUCTBANK).
4. CONDUIT USED INDOORS SHALL BE E.M. T., AND
RIGID GALVANIZED STEEL FOR OUTDOORS.
COUPLINGS SHALL BE RIGID STEEL AND
COMPRESSION TYPE FOR E.M. T. SET SCREW
FITTINGS ARE NOT PERMITTED. FOR ALL
STUBS-UPS, USE RIGID GALVANIZED STEEL
CONDUIT.
5. WIRE AND CABLE SHALL BE OF THE TYPE AND
SIZE AS REQUIRED BY NEC. THERE WILL BE NO
SPLICES ALLOWED. PROVIDE HDPE PULLING
HAND HOLES AS NEEDED.
7. CONTRACTOR SHALL PROVIDE TEST OF THE
GROUNDING SYSTEM BY CERTIFIED TESTING
AGENT. PROVIDE INDEPENDENT TEST RESULTS
TO THE PROJECT MANAGER FOR REVIEW.
GROUNDING SYSTEM RESISTANCE TO GROUND
SHALL NOT EXCEED 5 OHMS. ALL ABOVE
GRADE INTERIOR GROUNDING CONNECTORS
SHALL BE DOUBLE-LUG COMPRESSION TYPE.
ALL BELOW GRADE AND EXPOSED EXTERIOR
GROUNDING CONNECTIONS TO PERMANENT
EQUIPMENT AND FIXED BUILDING ELEMENTS
SHALL BE CADWELD TYPE. CARE SHALL BE
TAKEN TO REVIEW CONNECTION LOCATIONS AND
MATERIAL TYPES TO AVOID POSSIBLE
GALVANIC CORROSION. ALL EXPOSED
GROUNDING CONNECTIONS TO BE COATED WITH
ANTI- CORROSIVE AGENT SUCH AS "NO-OXY",
"NOAOLX" OR "PENETROX". VERIFY PRODUCT
WITH PROJECT MANAGER. ALL BOLTS, WASHERS
AND NUTS USED ON GROUNDING CONNECTIONS
SHALL BE STAINLESS STEEL.
8. ALL JUNCTION AND OUTLET BOXES TO BE
LABELED WITH KROY TAPE, OR EQUAL,
DESIGNATING ALL CIRCUIT NUMBERS CONTAINED
IN EACH BOX.
9. CONTRACTOR SHALL COORDINATE WITH SITE
SURVEY TO LOCATE EXISTING UNDERGROUND
UTILITIES. WHEREVER POTENTIAL
CONFLICTS/INTERFERENCES EXIST, HAND
EXCAVATE TO AVOID DAMAGE. CONTACT ALL
UTILITIES TO LOCATE UNDERGROUND PIPING IN
PUBLIC ROW.
10. ELECTRICAL, POWER, AND GROUNDING SHOWN IS
BASED ON CURRENT T -MOBILE EQUIPMENT AND
STANDARDS. VERIFY ALL SITE SPECIFIC
REQUIREMENTS AND EQUIPMENT BEFORE
PROCEEDING WITH INSTALLATION.
11. CONTRACTOR TO PROVIDE ALL ADDITIONAL
DRAWINGS REQUIRED BY LOCAL AGENCIES.
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NOTE:
1. DETAIL IS FOR INFORMATION ONLY; REVIEW AND
MODIFY FOR SITE SPECIFIC CONDITIONS.
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PANTROL MODEL
#226200A30P-000
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RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
.
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
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THIS SHEET
~ UNDERGROUND POWER AND TELCO ROUTE TO STUB UP
AT NEW FACILITIES-SEE DETAIL #5/E-4
NOTE:
TELCO SOURCE AND ROUTING TO BE
FIELD VERIFIED BY CONTRACTOR
AND FIELD ENGINEER AT TIME OF
CONSTRUCTION
\>
SHEET TITLE
,
. ELECTRICAL SITE
PLAN,SCHEDULES
AND NOTES
SHEET NUMBER
E-1
PLOT SCALE: 1: 1
b.
D.
I;.
t>.
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#2 SOLID BARE TINNED WIRE
BONDED TO MGB OR 3
POINT GROUND SYSTEM
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CAD WELD BLOCK (TYP)
f Date !I"'!\ - --~.,,~,j ,
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4 8
Original Submittal
UTILITY H-FRAME
SCALE: NTS 6 ELECTRICAL SITE PLAN
SCALE: NTS ~
GENERAL GROUNDING NOTES
1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE
NATIONAL ELECTRICAL CODE.
2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8".
3. NO SPLICES PERMITTED IN GROUND CONDUCTORS.
4. INTERCONNECT ANTENNA GROUND LUG TO #2 SOLID BARE
TINNED COPPER (IF APPLICABLE).
5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT
AT THEIR MATING SURFACES AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR
EQUIVALENT ANTIOXIDANT GREASE.
6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG
COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT
ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE
SIDES OF THE GROUND BAR WILL BE PERMITTED.
7. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE
MANUFACTURER'S SPECIFIED VALUES.
8. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT
LEAST 6".
9. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM
SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH.
10. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN
ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING
A "CHOKE" POINT.
11. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE
GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO
NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC
CLIPS ARE ACCEPTABLE.
12. GROUND BARS SHALL NOT BE FIELD MODIFIED.
13. ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8"
SINGLE BARREL GROUND STRAPS.
14. GROUND RING BURIAL DEPTH SHALL BE 30".
15. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS
REQUIRED TO TEST THE GROUNDING SYSTEM, USING A MEGGER
OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR
THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE.
THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70
FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO
A SITE BY SITE BASIS. VOICESTREAM SHALL BE GIVEN 24
HOURS NOTICE BEFORE TESTING IS TO BE DONE. THE COST
ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE
OF THE CONTRACTOR.
16. PROVIDE #2 TW GREEN JUMPER FROM EACH WAVEGUIDE BRIDGE
POST TO WA VEGUIDE BRIDGE CHANNEL.
GENERAL NOTES
SCALE: NTS
GROUND TEST WELL (8"0 x
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COPPER
5/8" DIA. x 8' LONG
MIN. AT 8' -0" OC CLAD
GROUND ROD CAD WELD
CONNECTION (3/4" x10'
LONG - ACCEPTABLE)
GROUND TEST WELL DETAIL
1
GROUND H-FRAME
EQUIPMENT TO
GROUND RING
SCALE: NTS
2 GROUNDING LAYOUT
PROVIDE 5/8" X
10' -0" LONG COPPER
CLAD STEEL (COPPER
WELD) GROUND ROD
WHERE SHOWN.
INSTALL GROUND ROD
TWO (2) FEET MIN.
FROM CONCRETE
FOUNDATION. INSTALL
SO THAT TOP OF
GROUND ROD IS 18"
BELOW GRADE OR
FROST LINE,
WHICHEVER IS DEEPER.
EXACT LOCATION OF
GROUND RODS TO BE
ESTABLISHED ON SITE.
#2 AWG TINNED SOLID,
BARE COPPER WIRE
COMPOUND STATION
GROUND RING, 30"
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RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
.
- -
- -
- -
SHEET TITLE
GROUNDING SITE
PLAN, DETAilS,
AND NOTES
SHEET NUMBER
E-2
PLOT SCALE: 1:1
T -MOBILE ANTENNA,
(TYP . )
CD
#2 THW GREEN TO
ANTENNA MOUNT
AGB MOUNTED TO
MONOPOLE DIRECTLY
BELOW ANTENNAS
#2 THW GREEN
ROUTED WITH
ANTENNA CABLES
MGB MOUNTED
TO MONOPOLE AT-
BOTTOM
ANTENNA JUMPER CABLE,
SEE SHEETS RF-1 AND
RF - 2 FOR DETAILS
BOND LNA TO ANTENNA MOUNT W/#2
GREEN THW
LNA EQUIPMENT - SEE SHEET RF - 2
FOR ADDITIONAL INFORMATION
GROUND AND WEATHER PROOFING
KITS, INSTALL BELOW ANTENNAS,
(TYP . )
GROUND TAil, (TYP.)
COAXIAL CABLE, SEE
SHEETS RF-1 AND RF-2
FOR DETAilS (TYP)
EQUIPMENT JUMPER CABLE,
SEE SHEETS RF-1 AND
RF - 2 FOR DETAilS
GROUND AND WEATHERPROOFING KITS, ~
LOCATED NEAR EQUIPMENT, (TYP.) ----1
#2 THW GREEN (TYP)
MOUNT MGB ON ICE BRIDGE NEAR ... ...... /
BTS EQUIPMENT J
BOND All BTS EQUIPMENT TO
MGB - #2 THW GREEN (TYP)
I
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---------------------_________________ _ I _______~-----.------ BAR TO GROUND RING
------------------------------------------------------~-- - #2 SOLID BARE
TINNED COPPER
ANTENNA GROUNDING RISER
BOND MGB TO GROUND RING - #2
SOLID BARE TINNED COPPER (TYP
ALL MGB'S)
TYPE GT
TYPE VB
TYPE W
TYPE TA
'0
TYPE NC
TYPE GL
TYPE GY
TYPE SS
CD MAIN CONDUCTOR, COPPER CABLE
@ 5j8"x8' COPPER CLAD STEEL GROUND ROD
@ CADWELD lYPE "NC"
@) CADWELD lYPE "GT"
TYP E VS
~
TYPE GR
SCALE: NTS
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S.S FLAT
WASHER (lYP.)
I~V-, BUSS BAR OR FLAT SURFACE
! OF EQUIP. / WIREWAY
!
I
3/8" S.S '
LOCKWASHER ~
(lYP . )
3/8" S.S.
HEXNUT
3/8" X 1" S.S HEXBOLT
NO-LUX ANTI-OXIDIZING
COMPOUND
3/8" S.S
STAR
WASHER
(lYP. )
3/8" S.S LOCKWASHER (lYP.)
3/8" X 1/2" S.S FLAT
WASHER (lYP.)
#2 STRD.
GREEN
INSULATED
WIRE
TWO HOLE COMPRESSION
CRIMP LUG (#2) DETAIL
IS lYP. OF TWO NUTS &
BOLTS
NOTES
1. lYP. ALL GROUND WIRES FOR
ELECT. AND OTHER EQUIPMENT.
2. THE ENTIRE LUG AND AREA TO
BE SPRAYED WITH CLEAR LAQUER
OR COLD GALVINIZING SPRAY
3. GROUND LEADS TO BE
CADWELDED TO GROUND RING.
SCALE: NTS
TYP. CADWELD CONNECTIONS 1 GROUND ROD CONNECTION
HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE
PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS
SHOWN
#2 GREEN INSULATED COPPER WIRE TO
AGB AT TOP OF POLE
COAX CABLE GROUNDING KITS WITH
LONG BARREL COMPRESSION LUGS,
INSTALLED BY CONTRACTOR.
o
o
o
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()
()
()
#2 SOUD BARE
TINNED COPPER
WIRE TO GROUND
RING - PROVIDE
(2) PER MGB
o
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o
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-
-
. . CADWELD
MGB (AT TOP AND BASE OF
MONOPOLE AND BTS
EQUIPMENn
-
-
-
SCALE: NTS 4 GROUND BAR DETAILS
2 TYP. CABINET GROUNDING
SCALE: NTS 3
HARGER GROUNDING BAR
#GB114412G OR EQUAL
ANTENNA MOUNT GROUND ~
COAX CABLE
GROUNDING KITS
#2 GREEN
INSULATED COPPER
WIRE TO MGB AT
BOTTOM OF POLE
-
-
-
AGB (AT ANTENNAS)
AUG - 4 2008
Original submittal
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02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
SHEET TITLE
ELECTRICAL
GROUNDING
DETAILS
SHEET NUMBER
E-3
PLOT SCALE:
1 :1
NOTE S:
1. DETAIL IS FOR INFORMATION ONLY;
REVIEW AND MODIFY FOR SITE SPECIFIC
CONDITIONS.
2. SERVICE CONSISTS OF 200 AMP,
120/240V, SINGLE PHASE, 3 WIRE.
3. METER TO CONFORM TO UTILITY
COMPANY SERVICE REQUIREMENTS. ALL
PROTECTIVE DEVICES SHALL HAVE AN
INTERRUPTING RATING EQUAL TO OR
GREATER THAN THE AVAILABLE SHORT
CIRCUIT CURRENT.
4. THE COMPLETE ELECTRICAL SYSTEM
SHALL BE GROUNDED IN ACCORDANCE
WITH THE NATIONAL ELECTRICAL CODE.
5. USE RGS CONDUIT ABOVE GRADE.
rJ
~ V-POWER TRANSFORMER
~
~3" PVC CONDUIT PER
UTILITY
o
,-200 AMP COMMERCIAL
SAFETY SOCKET W/200
AMP MAIN BREAKER 22K
AIC 120/240 V 1~
200A
ATTACHMENT
TO GROUND
RING
#2 SOLID BARE
TINNED
) )
V
2" PVC CONDUIT W/(3)
3/0 THHN COPPER AND
(1) #4 GROUND
:11
:::::-:
'-- '--
(2) 8'-0" GROUND RODS
I
i r- ~ 3/4" PVC CONDUIT ,
rWEA THERPR DOF
~ OUTLET
') )j
________ ./' ~ BACKUP GENERATOR
\ ALARM CONDUIT TO
! I~TS OR PURCELL
'" 3/4" PVC WITH (3) #12
(~ ~200 AMP MAIN BREAKER
-+ "--- 200 AMP LOAD CENTER
200A PANEL
AUTOMATIC TRANSFER
SWITCH
2" PVC WITH (3) 3/0
THHN COPPER AND (1)
#4 GROUND
CABINET UL LISTED J
POWER FEEDER TO
~ PURCELL CABINET:
~ ~- (2) #2 THHN COPPER
~ ~ (1) #4 THHN COPPER
~ ~ NEUTRAL
~ ~ (1) #6 THHN COPPER
~ ~ND
: .. 200 AMP PANEL
ONE-LINE POWER DIAGRAM
12"+/-
FINISH tRADE t TO MATCH EXISTING
, ,
I" I" ! _ ' , '" , ! I I
E ~ ~ := YWARNING TAPE
I- <C 0 l~"" ::::'::"/I.c~---UNEXCAVATED
~ :2: z L::'~_'lT EARTH
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A({) ~ A W :=.:',: ' . . ~V-TELCO CONDUIT;
I ~ ~ ":q- {= 2"r/J MIN, SCHEDULE
N ~ N -. '1=1 40 PVC, OR AS
~::; :=((:~I ~~~~~~ O~;3:~~ND
,~ -.L" :' ,:':-". .. ."-. :_! 12" ABOVE GRADE
NOTES:' I' : I I-III~COMPACTED SAND
1. EXCAVATE TO REQUIRED DEPTH
2. VERIFY ALL TRENCHING REQUIREMENTS
PER LOCAL UTILITIES.
3. CONTRACTOR TO PROVIDE (1) 300 POUND
NYLON PULL CORD AND CONDUCTORS AS
REQUIRED PER CONDUIT.
1
SCALE: NTS
TELCO UTILITY TRENCH
-
I
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-
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(SOURCE)
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SCALE: NTS
24" +
, , f f FINISH GRADE
f' ~ '~a.:-:->: :-:-:-:-: :-:,',-:':-' , ,-: :-:-:-:':':-:-:-:-:'.-: : ~~~~m,~-',_,r W ARNIN G TAPE
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(0 0 ~~ ' , Y..... ~ECLECTRIITC(AL) "
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N ~~:: ' ,'., , '.,., ---I MIN, SCHEDULE
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1/ 1/
NOTES: / CLEAR / CaMP ACTED SAND
,
"
"
1. EXCA VA TE TO REQUIRED DEPTH
2. VERIFY ALL TRENCHING REQUIREMENTS
PER LOCAL UTILITIES.
3. CONTRACTOR TO PROVIDE (1) 300 POUND
NYLON PULL CORD AND CONDUCTORS AS
REQUIRED PER CONDUIT.
SCALE: NTS 4 PWR/TELCO UTILITY TRENCH
SCALE: NTS 5 PANEL SCHEDULE
2
NOT IN USE
PANEL
120/240
CIR #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
10lAL KVA 10.76
TOTAL AMPS 44.85
MAIN FEEDER TO
PANEL
, A'
VOLT 200
BREAKER
~MPS POLE
70 1
LOAD CENTER MAIN BREAKER
AMP 1 PHASE 3 WIRE
DESCRIPTION LOAD
A C
PURCELL 5.142
5,142
SPARE
SPACE
60 2 SURGE ARRESTOR
SPARE
15 1 GFI RECEPT ACLE 180
SPARE
15 1 SITE UTILITY LIGHT 300
SPARE
SPARE
PURCELL PANEL
FEEDER
5.322 5.442
44.35 45.35
IN 2" CONDUIT INSTALL 3 - 3/0
THHN COPPER AND 1 # 4 GROUND.
IN 1" CONDUIT INSTALL 2 #2 THHN
COPPER AND 1 # 6 GROUND.
SCALE: NTS 6
SCALE: NTS 3
Date Received:
AUG - 4 2008
Original submittal.
NOT IN USE
SCALE: NTS 7
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02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
- -
SHEEr TITLE
ELECTRICAL
MISCELLANEOUS
DETAILS
SHEEr NUMBER
E-4
PLOT SCALE: 1: 1
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RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
- -
SHEET TITlE
LIGHTING
PLAN
& DETAILS
SHEET NUMBER
E-5
PLOT SCALE:
1 :1
r
~
t:
Original
~
ANTENNA AND COAX GENERAL NOTES
SITE LOADING CHART
ANTENNA SECTOR ANTENNA VENDOR AZIMUTH MECHANICAL RADIA TION CABLE COAXIAL CABLE NUMBER OF
MODEL # (TN) DOWNTIL T CENTER LENGTH COAX RUNS
A-1 ALPHA
A-2 ALPHA
TMBXX-6517-R2M ANDREW 80. TBD 77' -0" 90' -a" ANDREW 7/8" DIA. 4
A-3 ALPHA
A-4 ALPHA
B-1 BETA
B-2 BETA
TMBXX-6517 -R2M ANDREW 190. TBD 77' -0" 90' -a" ANDREW 7/8" DIA. 4
B-3 BETA
B-4 BETA
G-1 GAMMA
G-2 GAMMA
TMBXX-6517-R2M ANDREW 285. TBD 77' -a" 90' -a" ANDREW 7/8" DIA. 4
G-3 GAMMA
G-4 GAMMA
GPS - 58532A SYMMETRICOM - - TBD 12' -a" ANDREW 1/2" DIA. 1
911 - BSDB18U8 COM TELCO - - TBD 12' -a" ANDREW 1/2" DIA. 1
1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY
VOICESTREAM AND INSTALLED BY CONTRACTOR.
2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER
FROM TRUE NORTH AND COLOR CODED AS FOLLOWS:
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ANTENNA DESIGNATION - COLOR CODING
A1 - 1 RED BAND
A2 - 2 RED BANDS
A3 - 3 RED BANDS
A4 4 RED BANDS
B1 - 1 BLUE BAND
B2 - 2 BLUE BANDS
B3 - 3 BLUE BANDS
B4 - 4 BLUE BANDS
G1 - 1 WHITE BAND
G2 - 2 WHITE BANDS
G3 - 3 WHITE BANDS
G4 4 WHITE BANDS
3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES; FOR
OMNI SITES USE THE A TO, BTO, GTO COLOR CODES ONLY.
SECTOR
ALPHA SECTOR
BETA SECTOR
GAMMA SECTOR
4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE
WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS:
#1 AT ANTENNA CONNECTION #2 AT
ENTRY TO EQUIPMENT CABINET
5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK 12" FROM EDGE OF
EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE, UP TOWER LEG
AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL
MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE PER ELECTRICAL
DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE AND CABLE
DIAMETER WITH PROJECT
COAXIAL CABLE NOTES:
TYPE OF
EQUIPMENT
CITYTALK/
UL TRASITES
CITYTALK/
UL TRASITES
ULTRASITES
UL TRASITES W/LNA
ULTRASITES
CI TYT ALK
CITYTALK
LENGTH OF
CABLE RUN
MIN. BENDING
RADIUS
DIA. OF
CABLES
1. ALL COAXIAL CABLE CONNECTIONS TO BE WEA THERPROOFED.
2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE
NECESSARY.
3. TAGGING:
3.1 ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO
INDICATE THE ANTENNA SECTOR.
3.2 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND
EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE.
(NOT TO INTERFERE WITH WEATHERPROOFING).
4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3' -0"
ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED
TO MEET THIS REQUIREMENT.
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3-0", 6'-0", AND 10'-0"
SUPERFLEX JUMPER RUNS
3-0", 6'-0", AND 10'-0"
FLEX JUMPER RUNS
a" THRU 100' -0"
101" THRU 150' -0"
151' -a" AND GREATER
a" THRU 130' -a"
131' -a" AND GREATER
1 1 /4"
1 /2"
1 /2"
7 /8"
7 /8"
1 5/8"
7 /8"
1 5/8"
4"
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CAD
COAXIAL CABLE SPECIFICATIONS
1
1 "
ADJUSTABLE BAND
CLAMP
1 "
2"
.
.
GROUNDING CLAMP
2"
t
PUTTY TAPE
1/4" 20 HARDWARE
~
N
.., .:::::ii..._..
GROUNDING STRAP
ASSEMBLY
RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMllTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMllTAL
.
- -
- -
- -
- -
- -
#6 GROUND LEAD
ELECTRICAL TAPE
(1 LAYER)
BUTYL TAPE (ALSO
KNOWN AS MASTIC,
TAFFY TAPE)
STEP 1
STEP 2
STEP 3
FIGURE 2
FIGURE 1
FIGURE 3
4"
4"
NOTE:
VERTICAL CONNECTIONS SHALL BE
TAPED FROM THE BOTTOM UP SO
OVERLAP MOVES WATER AWAY FROM
CONNECTION, (TYP).
PROVIDE "CANUSSA" HEAT SHRINK IN
PLACE OF TAPE FOR QUAD POLES AND
LNA's (TYP).
tl!
Ii
d
...,......' 1
ADJUSTABLE BAND
CLAMP
GROUND LEAD
ELECTRICAL TAPE
OVER MASTIC
TAPE
SHEET TITLE
RF
DETAILS I
SHEET NUMBER
RF-1
PLOT SCALE: 1:1
TWO HOLE COMPRESSION
CRIMP LUG (#6) TO. Q
GROUND B~R Date Rece\vede
AUG - 4 2008
ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3
LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% OVERLAP).
ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT
WITH 3M SCOTCH COTE SPRAY SEALER
GROUNDING CLAMP
STEP 4
-Yr--L-
FIGURE 4
COAXIAL CABLE GROUNDING
FIGURE 6
FIGURE 5
Original submittal
COAXIAL CABLE WEATHERPROOFING
3
SCALE: NTS 2
SCALE: NTS
-
Tx AND Rx FREQUENCIES FOR OREGON MARKET:
Tx: 1710 - 2170 Mhz
ALPHA SECTOR
6' -0" SUPERFLEX
JUMPER CABLE
) (
6'-0" SUPERFLEX
JUMPER CABLE
) (
3' -0" FLEX
JUMPER CABLE
3' -0" FLEX
JUMPER CABLE
xx' X/X"
COAXIAL CABLE
Rx: 1930 - 1945 Mhz
Ie( DIN (F) pi
I e( DIN (F) P I
Ie( DIN (F) pi
Ie( DIN (F) pi
TX/RX 1 J I
IC GSM DI
DUAL
TMA
IC AWS DI
A-1
IC
IC
A-l
3' -0" FLEX
JUMPER CABLE
XX' X/X"
COAXIAL CABLE
A-2
~((
3' -0" FLEX
JUMPER CABLES
~)
TX2 JI
A-2
)
~
1
1 4.0"
9.4"
/
/
/
/
ANDREW
TMBXX-6517-R2M
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3' -0" FLEX
JUMPER CABLE
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ij
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ill "
D
6'-0" SUPERFLEX
JUMPER CABLE
) (
6' -0" SUPERFLEX
JUMPER CABLE
) (
xx' x/X"
COAXIAL CABLE
'\.
'\.
Ie( DIN (F) pi
Ie( DIN (F) pi
Ie( DIN (F) Pi
Ie( DIN (F) pi
TX 3 DI
IC GSM JI
DUAL
TMA
IC AWS JI
A-3
)
(
IC
IC
A-3
XX' x/x"
COAXIAL CABLE
3' -0" FLEX
JUMPER CABLE
TX/RX 4 J I
A-4
CJ 0
CJ L()
CJ r
Or
CJ ,
~
1'0
I'---
A-4
3' -0" FLEX
JUMPER CABLE
]
[W
,
'\.
,
'\.
BETA SECTOR
6' -0" SUPERFLEX
JUMPER CABLE
) (
6' -0" SUPERFLEX
JUMPER CABLE
) {
3' -0" FLEX
JUMPER CABLE
3' -0" FLEX
JUMPER CABLE
xx' X/X"
COAXIAL CABLE
Ie( DIN (F) pi
Ie( DIN (F) pi
Ie( DIN (F) pi
Ie( DIN (F) pi
TX/RX 1 D I
B-1
IC GSM JI
DUAL
TMA
IC AWS DI
IC
IC
8-1
PART NUMBER MOUNTING CONNECTOR
E15508P78 7-16 DIM FEMALE
WIDTH DEPTH WEIGHT
3.5" 7.3" 13.9 Ibs
MANUF ACTURER
ANDREW
LENGTH
9.4"
3' -0" FLEX
JUMPER CABLE
xx' X/X"
COAXIAL CABLE
8-2
~((
3' -0" FLEX
JUMPER CABLES
'&J
TX2 JI
B-2
)
~
1
ANDREW
TMBXX-6517-R2M
6' -0" SUPERFLEX
JUMPER CABLE
) (
6' -0" SUPERFLEX
JUMPER CABLE
) (
3' -0" FLEX
JUMPER CABLE
XX' X/X"
COAXIAL CABLE
3
TMA SPECIFICATIONS
SCALE: NTS
Ie( DIN (F) pi
Ie( DIN (F) pi
Ie( DIN (F) pi
Ie( DIN (F) pi
'-
TX 3 JI
IC GSM DI
DUAL
TMA
IC AWS DI
8-3
J
(
IC
Ie
8-3
XX' X/X"
COAXIAL CABLE
o
l~
1
3' -0" FLEX
JUMPER CABLE
6.3"
-++ f11.9~
TX/RX 4 J I
8-4
8":"4
3' -0" FLEX
JUMPER CABLE
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.
.
.
GAMMA SECTOR
6'-0" SUPERFLEX
JUMPER CABLE
) (
6' -0" SUPERFLEX
JUMPER CABLE
) {
3' -0" FLEX
JUMPER CABLE
3' -0" FLEX
JUMPER CABLE
xx' X/X"
COAXIAL CABLE
~
OJ
N
OJ
TX/RX 1 J I
G-1
IC GSM DI
DUAL
TMA
IC AWS DI
IC
IC
c
(l)
, ~
., ~
,..0
o
~
G-1
3' -0" FLEX
JUMPER CABLE
xx' X/X"
COAXIAL CABLE
G-2
~((
3' -0" FLEX
JUMPER CABLES
~
ON
rr:>t')
L{')N
w('.
f-
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> ..............
0:::0 ~
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lJ..!.-JO:<c
Zt-:I:u...:
00::Cl.
00
~(L
TX 2 DI
G-2
I
~
1
1
ANDREW
TMBXX-6517-R2M
E
6' -0" SUPERFLEX
JUMPER CABLE
) (
6' -0" SUPERFLEX
JUMPER CABLE
) (
3' -0" FLEX
JUMPER CABLE
XX' X/X"
COAXIAL CABLE
'\.
'\.
-
~l
Ie(DIN (F) pi
Ie( DIN (F) pi
C' nn~ i= ~
TX 3 DI
IC GSM DI
DUAL
TMA
IC AWS Dl
G-3
)
{
IC
IC
XX' X/X"
COAXIAL CABLE
G-3
3' -0" FLEX
JUMPER CABLE
TX/RX 4 J I
G-4
G-4
.
.
MANUFACTURER MODEL NUMBER MOUNTING BRACKET
ANDREW TMBXX-6517-R2M INCLUDED
LENGTH WIDTH DEPTH WEIGHT
82.9" 11.9" 6.3" 44.4 Ibs
3' -0" FLEX
JUMPER CABLE
~
.
.
4
ANTENNA SPECIFICATIONS
SCALE: NTS
SWEEP TEST PROCEDURE:
.--
THE FOLLOWING PROCEDURE DESCRIBES THE TEST AND FAULT FINDING PROCEDURE TO BE FOLLOWED FOR ALL ANTENNAS.
1. TEST EQUIPMENT SHOULD CONSIST OF A SWEEP OSCILLATOR SET TO RUN BETWEEN 1830 AND 1990 MHz, DIRECTIONAL COUPLER
WITH AT LEAST 35dB DIRECTIVITY AND SCALAR NETWORK ANALYZER WITH RESOLUTION OF BETTER THAN 0.2dB. A MATCHED 50 Ohm
LOAD AND SHORT CIRCUIT TERMINATION ARE ALSO REQUIRED.
2. SET UP THE RETURN LOSS MEASURING SET AS PER THE MANUFACTURERS INSTRUCTI.ONS AND CALIBRATE WITH THE SHORT (OdB
RETURN LOSS VSWR = INFINITY.)
3. ANTENNA SYSTEMS SWEEP:
DISCONNECT THE BOTTOM JUMPER AT THE BTS AND CONNECT IT TO THE MAIN PORT OF THE BRIDGE. RETURN LOSS OF THE
COMPOSITE JUMPERS, FEEDER AND ANTENNA SHOULD BE < -18dB ( VSWR > 1.5 : 1) BETWEEN 1830 AND 1990 MHZ.
4. RETURN LOSS WITH LOAD:
TURN OFF THE SWEEP GENERATOR, DISCONNECT THE TOP JUMPER AT THE ANTENNA AND CONNECT A DUMMY LOAD TO THE END OF
THE TOP JUMPER WITH A DIN - N ADAPTER. POWER UP THE GENERATOR AND MEASURE THE RETURN LOSS LOOKING INTO THE BOTTOM
JUMPER. THE RETURN LOSS SHOULD NOT EXCEED -18dB (VSWR > 1.3 : 1) BETWEEN 1830 AND 1990 MHZ.
5. INSERTION LOSS:
REPLACE THE LOAD WITH A SHORT CIRCUIT TERMINATION AND MEASURE THE MAXIMUM AND MINIMUM RETURN LOSS BETWEEN 1830
AND 1990. ADD THIS TOGETHER AND DIVIDE BY 4 TO GIVE THE AVERAGE 1 WAY INSERTION LOSS WHICH SHOULD BE < 3 dB.
6. DISTANCE TO FAULT WITH A SHORT:
PERFORM A DISTANCE TO FAULT TEST WITH A SHORT TO DETERMINE THE LINE LENGTH.
7. IF THE CONDITIONS IN 3, 4 AND 5 ARE MET THEN THE TEST IS COMPLETE. IF 3 IS BAD BUT 4 & 5 ARE OK THEN REPLACE
THE ANTENNA AND RETEST. IF 4 & 5 ARE BAD THEN MEASURE RL OF MAIN FEEDER ONLY. IF RETURN LOSS IMPROVES TO
-20 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 2dB THEN REPLACE OR RETERMINA TE THE BOTTOM AND TOP
JUMPER. OTHERWISE REPLACE THE MAIN FEEDER RUN. NOTIFY PROJECT MANAGEMENT AND RF ENGINEERING OF ANY FAULTY
HARDWARE.
8. ALL TEST RESULTS SHOULD BE CLEARLY MARKED WITH SITE, FEEDER NUMBER, DATE, MEASURED TIME.
I
3-1 /2"
6-3/8"
01
l/
/
/ l/
/ /
/
/
RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
1- -
I~$-~
ell 8
~II-
I !
I
g g
I I
'I - 3 1 /8"
3 1/4" (MOUNTING
(ANTENNA) BASE)
TYPE "N"
CONNECTOR IN
BASE OF ANTENNA
I"
I
-
e
H -TYPE "N"
E9 CONNECTOR
IN BASE OF
ANTENNA
6
~
1~
}
E9
1/
e
-
1 ' - 3"
/
/
1/
/
/
/
911 ANTENNA DATA
MECHANICAL SPECIFICATIONS
PART NUMBER HEIGHT DIAMETER WEIGHT I CONNECTORS
BSDB18U8 15 in 1.35 in 4 Ibs I 1) TYPE #INn
STANDARD MOUNTING HARDWARE
BSMNT1
ELECTRICAL SPECIFICATIONS
FREQUENCY GAIN VERTICAL B. W. \ASW~~+~ ~;:., -\D:1:
825-896. 1850-1990 MHz I UNITY 750 <2: 1--- ,,'!&V--
POWER RATING
250 WATTS
GPS ANTENNA DATA
MECHANICAL SPECIFICATIONS
PART NUMBER HEIGHT DIAMETER WEIGHT
58532A 6.42n (163mm) 3.54"0 (90mm 15 oz (427 g)
CONNECTORS MOUNTING HARDWARE
TYPF "N" O'PTION AUB MAST
ELECTRICAL SPECIFICATIONS
FREOUENCY POLARIZATION GAIN VSWR I POWER HANDLING
1560.42-1585.42MHz RIGHT-HAND CIRCULAR >30 dBi <2.5 1250 WATTS CW
SHEET TITLE
RF
DETAILS II
SHEET NUMBER
RF-2
PLOT SCALE: 1:1
\
AUf. - 4
'"'''''!l!
..
:~;,
""'" .. ,Q _' '.....il
IlelIl ___..
- ..",
COAXIAL CABLE DIAGRAM
<
911 ANTENNA SPECIFICATIONS
5
SCALE: NTS ~
GPS ANTENNA SPECIFICATIONS
SCALE: NTS 1
SCALE: NTS
GPS ANTENNA 14"
MOUNTING
BRACKET -S&G
INDUSTRIES #PS
316 OR EQUAL
STRAP CABLE TO
PIPE, ROUTE
CABLE UNDER ICE
BRIDGE TO RADIO
CABINET
911 ANTENNA
STRAP CABLE TO
ANGLE, ROUTE
CABLE UNDER ICE
BRIDGE TO RADIO
CABINET
STANDARD 1-1/2"(b
GALVANIZED PIPE
STANDARD 3"(b
GALVANIZED STEEL
BASE SHOE PIPE
COLUMN
GPS MOUNT TO PIPE
NOT IN USE
NOT IN USE
GPS ANTENNA.-:
AROMAT #VIC-100.
MOUNT USING S.S.
SCREWS PROVIDED
N Z
-- :2
GPS ANTENNA
CABLE TO RADIO
CABINET
PIPE TO PIPE
MOUNTING
KIT -MTS PART
#BB-S10
SCALE: NTS
SCALE: NTS
SCALE: NTS 6
1
4
GPS/E-911 ANTENNA
COAX BRIDGE
SUPPORTBRACKET; MTS
#WB-LB24-3,TYP. OF (3)
ATTACH ICE BRIDGE WITH
SUPPLIED HARDWARE
COAX BRIDGE-(1) 24"
WIDE SAFETY GRATED
WA VE GUIDE BRIDGE
CHANNEL, OR
APPROVED-MTS
#WB-CY210
SMALL COAX SUPPORT
BLOCKS; VERIFY WITH
PROJECT MANAGER
ANDREW GROUND KITS
(EACH COAX TO BE
GROUNDED INDIVIDUALLY)
INSTALLED BY
CONTRACTOR.
12" (b X 48" DEEP
CONCRETE FOOTING;
TYPICAL
TO GROUND
RING
CROWN TO DRAIN;
TYPICAL
4" MIN./6" MAX.
NOTE: TO TOWER"
TERMINATE 12
COAX 3'
FROM
EDGE OF
.0 PAD.
COAX BRIDG~
SUPPORT
COLUMN: MTS
#MF-130
EDGE
OF
TOWER
w
(f)C)
1-0
m-
0:::
Im
Rx
<(<(
:20
U
FRONT ELEVATION
WAVE GUIDE BRIDGE
NOT IN USE
NOT IN USE
10'-0" OC MAX
FIELD VERIFY
COAX BRIDGE SUPPORT BRACKET;
MTS #WB-LB24-3, TYP. OF (3)
ATTACH ICE BRIDGE WITH SUPPLIED
HARDWARE
COAX BRIDGE-
(1) 24" WIDE SAFETY GRATED
WA VE GUIDE BRIDGE CHANNEL, OR
APPROVED-MTS #WB-CY210
SMALL COAX
SUPPORT BLOCKS:
VERIFY WITH
PROJECT MANAGER.
GROUND BAR; SEE
ELECTRICAL DRAW.
CADWELD
TYPICAL
TO GROUND RING
COAX BRIDGE SUPPORT
COLUMN: MTS #MF -130
(CAPPED)
TO GROUND RING
I
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, ,
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SIDE ELEVATION
SCALE: NTS
2
NOT IN USE
SCALE: NTS
SCALE: NTS
AUG 4 2008
Original submittal
3
5
SCALE: NTS 7
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DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
.
06/27/08 CONSTRUCTION SUBMITTAL
- -
- -
- -
- -
- -
SHEET TITLE
RF
DETAILS III
SHEET NUMBER
RF-3
PLOT SCALE: 1:1
EROSION CONTROL NOTES:
1. OWNER OR DESIGNATED PERSON SHALL BE
RESPONSIBLE FOR PROPER INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES, IN ACCORDANCE WITH
LOCAL, ST A TE, AND FEDERAL REGULATIONS.
2. THE IMPLEMENTATION OF THESE ESC PLANS
AND CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THESE ESC
FACILITIES IS THE RESPONSIBILITY OF THE
CONTRACTOR UNTIL ALL CONSTRUCTION IS
COMPLETED AND APPROVED BY THE LOCAL
JURISDICTION, AND VEGETATION/LANDSCAPING
IS ESTABLISHED. THE DEVELOPER SHALL BE
RESPONSIBLE FOR MAINTENANCE AFTER THE
PROJECT IS APPROVED UNTIL THE LOTS ARE
SOLD.
3. THE BOUNDARIES OF THE CLEARING LIMITS
SHOWN ON THIS PLAN SHALL BE CLEARLY
MARKED IN THE FIELD PRIOR TO
CONSTRUCTION. DURING THE CONSTRUCTION
PERIOD, NO DISTURBANCE BEYOND THE
CLEARING LIMITS SHALL BE PERMITTED. THE
MARKINGS SHALL BE MAINTAINED BY THE
APPLICANT/CONTRACTOR FOR THE DURATION
OF CONSTRUCTION.
4. THE ESC FACILITIES SHOWN ON THIS PLAN
MUST BE CONSTRUCTED IN CONJUNCTION WITH
ALL CLEARING AND GRADING ACTIVITIES, AND IN
SUCH A MANNER AS TO INSURE THAT
SEDIMENT AND SEDIMENT LADEN WA TER DOES
NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS,
OR VIOLATE APPLICABLE WA TER STANDARDS.
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE
MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
CONDITIONS. DURING CONSTRUCTION PERIODS,
THESE ESC FACILITIES SHALL BE UPGRADED AS
NEEDED FOR UNEXPECTED STORM EVENTS AND
TO ENSURE THAT SEDIMENT AND SEDIMENT
LADEN WATER DOES NOT LEAVE THE SITE.
6. THE ESC FACILITIES SHALL BE INSPECTED
DAILY BY THE APPLICANT/CONTRACTOR AND
MAINTAINED AS NECESSARY TO ENSURE THEIR
CONTINUED FUNCTIONING.
t. AT NO TIME SHALL SEDIMENT BE ALLOWED TO
ACCUMULATE MORE THAN 1/3 THE BARRIER
HEIGHT. ALL CATCH BASINS AND CONVEYANCE
LINES SHALL BE CLEANED PRIOR TO PAVING.
THE CLEANING OPERATIONS SHALL NOT FLUSH
SEDIMENT-LADEN WATER INTO THE
DOWNSTREAM SYSTEM.
8. STABILIZED GRAVEL ENTRANCES SHALL BE
INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE
DURATION OF THE PROJECT. ADDITIONAL
MEASURES MAY BE REQUIRED TO INSURE THAT
ALL PAVED AREAS ARE KEPT CLEAN FOR THE
DURATION OF THE PROJECT.
9. STORM DRAIN INLETS, BASINS, AND AREA
DRAINS SHALL BE PROTECTED UNTIL PAVEMENT
SURFACES ARE COMPLETED AND/OR
VEGETATION IS RE-ESTABLISHED.
10. PAVEMENT SURFACES AND VEGETATION ARE TO
BE PLACED AS RAPIDLY AS POSSIBLE.
11. SEEDING SHALL BE PERFORMED NO LATER
THAN SEPTEMBER 1 FOR EACH PHASE OF
CONSTRUCTION.
12. IF THERE ARE EXPOSED SOILS OR SOILS NOT
FULLY ESTABLISHED FROM OCTOBER 1 ST
THROUGH APRIL 30TH, THE WET WEATHER
EROSION PREVENTION MEASURES WILL BE IN
EFFECT. SEE THE EROSION PREVENTION AND
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL (CHAPTER 4) FOR REQUIREMENTS.
13. THE DEVELOPER SHALL REMOVE ESC MEASURES
WHEN VEGETATION IS FULLY ESTABLISHBD.
EROSION CONTROL LEGEND
TEMPORARY SILT FENCE
CONSTRUCTION ENTRANCE
. SLOPE
EROSION CONTROL NOTES 1
x..~'\ ?O\~'\
? t>-"-l(.~(,(.SS
-:\\~G S\) fX
S~S ~O"
~~~
O~
R = 25' MIN.
CLEAN PIT RUN OR
2" -0 CRUSHED ROCK
SUBGRADE REINFORCEMENT
GEOTEXTILE, AS REQUIRED
MOUND ENTRANCE TO
DIVERT DRAINAGE TO SIDES
SEE PLAN FOR DIRECTION
CONSTRUCTION ENTRANCE DETAIL
SCALE: NTS
2
FILTER FABRIC MATERIAL
36" WIDE ROLLS
USE STITCHED LOOPS
OVER 2"x 2" POSTS
FILTER FABRIC
MA TERIAL
:::
c.D c.D
I I
0 N N 0
I I
L[) L[)
,( 6'~O" MAX. SPACING ,(
FRONT VIEW
SIDE VIEW
ANGLE BOTH ENDS OF
FILTER FABRIC FENCE TO
ASSURE SOIL IS TRAPPED
NOTES:
1. BURY BOTTOM OF FILTER
FABRIC 6" VERTICALLY
BELOW FINISHED GRADE.
2"x 2" FIR, PINE OR
STEEL.
2. FENCE POSTS. STITCHED
LOOPS TO BE INSTALLED
3. UPHILL SIDE OF SLOPE.
4. COMP ACT ALL AREAS OF
FILTER FABRIC TRENCH.
INTERLOCKED
2" x 2" POSTS
AND ATTACH
TOP VI EW
SILT FENCE DETAIL
SCALE: NTS
3
...v
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NEW
EQUIPMENT
PAD APPROX
6" ABOVE
GRADE
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ENLARGED EQUIP PAD VIEW
SCALE: NTS
4
SOIL TYPES:
NEW IMPERVIOUS AREA = 900 SF
CUT AMOUNT = 600 CF
FILL AMOUNT = 600 CF
MALABON - URBAN LAND COMPLEX
SALEM - URBAN LAND COMPLEX
.8%
99.2%
INFORMATION OBTAINED FROM THE USDA, NATURAL
RESOURCES CONSERVATION SERVICE; SEE
GEOTECHNICAL REPORT PROVIDED BY OTHERS FOR
ADDITIONAL INFORMATION
CURB INLET
LID BOLTED, UNABLE
TO OPEN
GUT ELEVATION: 458.10'
CURB INLET
LID BOLTED, UNABLE
TO OPEN
GUT ELEVATION: 459.37'
@
STORM MANHOLE
RIM: 460.65'
IE 27" CONC IN(E): 455.10'
IE 27" CONC OUT(W): 455.00'
CURB INLET
LID BOLTED, UNABLE
TO OPEN
GUT ELEVATION: 458.60'
LEGEND
These standard symbols will
be found in the drawing.
@ AREA DRAIN CONIFEROUS
~ CATCH BASIN
--
-e- POWER METER EE WATER METER
tf C><l WATER VALVE
FIRE HYDRANT 0
@ GAS METER DECIDUOUS
~ GUY WIRE . BOLLARD
...... GAS VALVE @ ROOF DRAIN
P POWER POLE Q SEWER CLEANOUT
~ STORM MANHOLE 0 LIGHT POLE
~ SIGN -+ GPS LOCATION
@ STUMP D CURB INLET
TEMPORARY SEDIMENT FENCE TO BE
USED AS NECESSARY
PROPOSED CONS~ ENTRANCE
APPROX. GROUND ELEVATION OF NEW POLE
462.25'
APPROX. ELEVATION OF NEW EQUIPMENT
PAD 463'
20' TALL
RHODODENDRONS
N
Received:
AUG - 4 2008
Original submittal
GRADING AND EROSION CONTROL PLAN
SCALE: NTS
5
(b/Z-7I'S
RENEWAL DATE 12/31/09
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RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMIITAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMIITAL
- -
- -
- -
- -
- -
SHEET TITLE
GRADING &
EROSION
CONTROL PLAN
SHEET NUMBER
ER-1
PLOT SCALE: 1 :1 I
r
"
(5) EXISTING
DECIDUOUS STREET
TREES TO REMAIN,
6" IN CALIPER
( 4) PROPOSED 2" CALIPER
"RED BARK CHERRY" STREET
TREES ALONG 20TH
ST/RANCH DRIVE ((2) WITHIN
NEW 5'-0" SQ. TREE WELL,
(2) WITHIN EXISTING
LANDSCAPE STRIP), 6'-0"
TALL AT TIME OF PLANTING,
EVERY 30'-0" O.C. (MAINTAIN
MIN. 10'-0" SETBACK FROM
UTILITY POLES & 30'-0"
SETBACK FROM COBRA HEAD
FIXTURE); SEE SHEET L-2
FOR CITY OF SPRINGFIELD
PLANTING REQUIREMENTS
'.
'.
LANDSCAPE PLAN
L
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NEW 7'-0" PUBLIC UTILITY
EASEMENT & 7'-0"
LANDSCAPE EASEMENT
ALONG NORTHERN,
WESTERN AND SOUTHERN
PROPERTY LINES
(6) PROPOSED 2" CALIPER
"RED BARK CHERRY" STREET
TREES ALONG YOLANDA AVE
WITHIN NEW 5'-0" SQ. TREE
WELL, 6' -0" TALL AT TIME
OF PLANTING, EVERY 30'-0"
O.C. (MAINTAIN MIN. 10'-0"
SETBACK FROM UTILITY
POLES & 30'-0" SETBACK
FROM COBRA HEAD FIXTURE),
MA TCH EXISTING TREE WELL
TYPE/STYLE ALONG WESTERN
PROPERTY LINE; SEE SHEET
L-2 FOR CITY OF
SPRINGFIELD PLANTING
REQUIREMENTS
EXISTING GRASSY
AREA TO REMAIN,
TYPICAL
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NEW HEDGE " ARBOR VITAE" -
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GALLON SIZE (MIN. 6' AT
PLANTING) SPACED AT 3'-0"
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SIZE @ 24" O.C. EACH WAY
COVERING THE 5'-0"
LANDSCAPE BUFFER AREA
EXISTING 20'-0"
RHODEDENDRON TO REMAIN
N
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11 X17 SCALE: 1" = 60' _0"
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RELEASE
DATE
02/04/08 ZONING REVIEW
02/27/08 ZONING SUBMITTAL
05/06/08 CONSTRUCTION REVIEW
06/27/08 CONSTRUCTION SUBMITTAl
- -
- -
- -
- -
- -
SHEET TITLE
LANDSCAPE
PLAN
SHEET NUMBER
L-1
PLOT SCALE: 1 :1
, Date
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